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Proposed Plan
Attached to the e-mail Operational Works Application OPW19/0193 - DA Form 1- Cover Letter - Proposed Plan - 91 Ewarts Rd COORAN.
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Log in to see the plans as drawn COLORBOND SHEET ROOF
OVER SARKING TO
MANUFACTURER SPECIFICATIONS
DESIGN STRENGTH (kN) METAL ANGLE BRACE 1.5kN/m PRE-FABRICATED ROOF TRUSS
DESIGNED & ENGINEERED BY
NO END SPLITS ALLOWED THE MANUFACTURER AT 1200mm CENTERS
METAL ANGLE BRACE
Unseasoned Seasoned DRILL IF NECESSARY
Bolts Timber Timber HI-TENSILE ZINCALUME STEEL ROOF
BATTENS COMPLYING WITH AS1397-G550-AZ150
J2 J3 J4 JD4 JD5 JD6 FIX BATTENS TO TRUSSES IN ACCORDANCE
2/50 x 2.8mm NAILS TO WITH MANUFACTURES SPECIFICATIONS
EACH STUD AND PLATE
1/M12 4|4 2|7 1|8 3|0 3|2 1|5
COLORBOND GUTTERS
1/M16 5|7 3|7 2|3 4|2 2|9 2|0 METAL FASCIA
1/M10 7|5 4|5 2|9 5|0 3|5 2|4
1/ 30 x 0.8 G.I. LOOPED STRAP
2/M12 8|6 5|3 3|4 5|9 4|2 3|0
HI-TENSILE CEILING LINED WITH
2/M16 11 7|3 4|5 8|1 5|6 3|9 PLASTERBOARD M12 CAD PLATED NUT
ZINCALUME
1800mm (MIN) TIE-DOWN TO FLOOR STEEL CEILING
2700mm (MAX) NORMAL FITTING BATTENS FIXED
IN ACCORD.,
THE MAXIMUM DEPTH OF NOTCH OR WITH MANUF., PLASTERBOARD
SAWCUT SHALL NOT EXCEED 20mm SPECIF,. WALL LININGS SELECTED CLADDING TO BE
SAWCUT SHALL BE DEEMED AS DOUBLE SKEW NAILED WITH
NOTCHES 25/45 RINGSHANKED
TIMBER FRAMED WALL AS GALVANISED NAILS TO BE USED
PER FRAMING SCHEDULE (35mm PENETRATION TO EACH
STUD) OR TO MANUFACTURERS
1 ROW NOGGING
SPECIFICATIONS
PLYWOOD STUD SPACING
STRESS
GRADE 450mm 600mm NAILS MUST NOT BE PUNCHED M12 CYCLONE ANCHOR RODS
F8 7 9 BESIDES OPENINGS & AT
NAILS SHALL BE LOCATED AS SHOWN CORNERS A
F11 6 7
F14 4 6
F27 4 4.5
VILLABOARD II APPROVED D.P.C.
SHEETS FIXED HORIZONTALLY FLASHING
APPROVED FLOORING
RAKING STRENGTH:
5.3kN/m FOR ANCHOR RODS
2/90 x 19
JOIST FACING
SHADOW CLAD OR SIMILAR
FROM CORNERS
PLYWOOD TO P.A.A. DESIGN 6.4kN
50mm MIN
150mm
MAX
JOIST FIXED TO BEARER
M12 ROD TOP TO BOTTOM PLATE
AS PER TIMBER SOLUTIONS
EACH END OF SHEATHED SECTION
AS 1684-1999
90 x 45 F5
12mm MIN
VERTICAL BUTT JOINT AS PER UNDERBATTEN
DIAG. 5
150mm
VILLABOARD 5.3kN/m
(7.3kN/m BOTH FACES) FASTENER CENTERS:
5ø 4ø 2ø
150mm TOP & BOTTOM PLATE
150mm VERTICAL EDGE
M12 CAD PLATED
SHEETS SHOULD BE FIXED TO TIMBER 300mm INTERMEDIATE STUDS
150mm
NUT
FRAMED BRACING WALLS WITH 30 x 2.8mm
FIBRE CEMENT NAILS (GALVANISED)
NAILS SHOULD BE DRIVEN JUST BELOW THE
SURFACE OF THE SHEET USING THE HAMMER
SHEETED PANELS CONNECTED TO D
300mm
SUB-FLOOR BY METHOD GIVEN
FACE ONLY Jose David Lesmes
IN INSTALLATION SECTION
ALL WALL SECTION IS DEEMED TO BE BEng Civil, MIEngAust
CONTINUOUSLY SHEETED UNLESS
THERE IS A BREAK IN THE SHEETING ∅150-∅200 TREATED BEARERS FIXED TO POLES WITH RPEQ
OF A WIDTH GREATER THAN 2.4m H5 HARDWOOD POLES 2/M12 BOLTS(REFER SUBFLOOR LAYOUT
FOR REQUIRES NUMBER OF BEARERS) As per structural certificate
dated: 29-07-2019
CONSTRUCTION MAX SHEAR CAPACITY 21kN
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
1 PRELIMINARY KURT 04/04/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-08-
08-01 STRUCTURAL DETAILS
TRU BUILT
9 WORKING DRAWINGS KURT 07/07/19 MOBILE 0418 986595
DATE: [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5 BA L 19
BUDERIM 4556
DESIGNED:
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
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