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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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Plans and drawings
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Log in to see the plans as drawn BRACING NOTES GROUND FLOOR DIRECTION A
INTERNAL BRACING WALLS TO BE TIED TO ROOF UPPER STOREY AREA 65.89m2 N5 PRESSURE Kpal 2.5
STRUCTURE USING SHEAR BLOCKS. REFER TO No# Panel Type Resistance kN/m Width Height Reduction Quanity Resistance Total kN
TABLE 8.22, AS1684 - 2006. Jose David Lesmes AB1 PLY 6.4 1200 2.5 1 5 1.98773 9.938651
BEng Civil, MIEngAust AB2 PLY 6.4 1200 2.5 1 12 7.41831 89.019724
STRUCTURAL PLY SHEET OR HARDIBRACE WITH RPEQ AB3 PLY 6.4 900 2.5 1 1 1.490798 1.490798
ANCHOR RODS AS PER THE MANUFACTURER'S BEAM TO POST AB4 PLY 6 1200 2.5 1 22 1.863497 40.996937
As per structural certificate 9.20 (N) TIEDOWN
SPECIFICATIONS. Maximum 6.4kN/m. 2/M10 BOLTS (21kN) AB5 PLY 6 1200 2.5 1 4 6.954666 27.818664
dated: 29-07-2019 19.81kN REQUIRED AB6 PLY 6 900 2.5 1 7 1.397623 9.78336
Grand total: 51 179.048134
GROUND FLOOR DIRECTION B
30x0.8MM GALV. METAL STRAP
=M16 RODS 65x65x WASHERS TO M16 RODS LOOPED OVER PLATE AND FIXED TO UPPER STOREY AREA 107.31m2 N5 PRESSURE Kpal 2.5
TRUSSES WITH 1/30x2.8mm GAL. No# Panel Type Resistance kN/m Width Height Reduction Quanity Resistance Total kN
=M12 RODS
1 LOOPED STRAP (13kN)
TRUSS TO WALL FRAME
FLAT HEAD NAIL AT 3M CENTRES AB1 PLY 6.4 1200 2.5 1 5 7.41831 37.091552
12.251kN REQUIRED
9.21 (E) TIEDOWN
=M12 BOLTS AB2 PLY 6.4 1200 2.5 1 12 1.98773 23.852763
TRUSS TO WALL FRAME AB3 PLY 6.4 900 2.5 1 1 5.563733 5.563733
9.21 (E) TIEDOWN AB4 PLY 6 1200 2.5 1 22 6.954666 153.002651
2 LOOPED STRAP (25kN)
22.95kN REQUIRED AB5 PLY 6 1200 2.5 1 4 1.863497 7.453988
AB6 PLY 6 900 2.5 1 7 5.215999 36.511996
B10 PLY (Internal) 6 900 2.5 1 2 5.4 10.8
274.276683
FRAME
TO WALL WN
TRUSS 1 (E) TIEDO (25kN)
9.2 TRAP ED AB2
PED S IR M16 ROD AB2
2 LOO 8kN REQU
14.1 EITHER SIDE
AB2 AB4 AB4
AB2 BEAM TO POST AB2
IDE AB4
HER S 4850 9.20 (M) TIEDOWN
268.28 kN BRACING REQUIRED
IT
ROD E SHS POST (69kN)
M16 AB2
AB4 AB4 19.81kN REQUIRED
WIND DIRECTION B
AB6 AB4
AB4
AB6 AB6
AB1
AB6
AB4
AB4 N5
GIRDER 9.21 (H) T (30kN)
AB5
2 M TIEDOWN RAME
TRUSS
AB5 WIND DIRECTION A
26.6kN
2 M1 REQUIRED
AB6 BEAM TO POST AB5
F
9.20 (M) TIEDOWN
T O W WN
AB5
9.21 (H TO WALL
164.73 kN BRACING REQUIRED
0
AB1
ED
SHS POST (69kN)
26.6kN 10 (30kN)
IEDO
AB6
REQUIR
TRUSS 1 (E) TIEDO (13kN)
38.38kN REQUIRED AB4 C O N S T R U C T I O N
ALL F
AB1 AB4
1 LOO 1kN REQUIR
9.2
)
TRUSS
9.2
RAME
AB3 N O T E S :-
TO W
AB4
PED S
AB4 B10 B10
AB6 AB4
GIRDER
AB4 REFER TO "WALL BRACING TYPES" NOTES
ALL F N
TRAP D
AB4
1 LOO 1 (E) TIEDO FRAME
NOTE:- SIDE OF TEXT TO ALL BRACING
W
AB2 AB2 AB1
RAME
REQUIR kN)
AB4
E
PANEL DENOTES TO SIDE THE PANEL
WN
AB4 AB2
9.21kN TRAP (13
AB4
ED
AB4 SHALL BE FIXED TO.
ALL
AB4 OD
M16 R SIDE NOTE:- INTERNAL BRACING PANELS SHALL
TO W
ER AB4
PED S
EITH HAVE INTERNAL LININGS FIXED OVER.
NOTE:- BP - DENOTES CORE GROUTED BRICK PIER
TRUSS
AB1
9.2
AB2
WITH 1/M12 ROD OR SHS POST (SIZE
AB2
AB2 AS NOMINATED ON FLOOR PLAN).
1 LOOPED STRAP (13kN)
TRUSS TO WALL FRAME
9.21 (E) TIEDOWN
30x0.8MM GALV. METAL STRAP LOOPED OVER NOTE:- IF TRUSS LAYOUT CHANGES FROM
9.21kN REQUIRED
TRUSS TO WALL FRAME PLATE AND FIXED TO TRUSSES WITH 1/30x2.8mm THAT SHOWN LINTELS ARE TO BE
9.21 (E) TIEDOWN GAL. FLAT HEAD NAIL AT 3M CENTRES RESIZED TO SUIT
2 LOOPED STRAP (25kN)
16.9kN REQUIRED NOTE:- NO SUBSTITUTION OF MATERALS IS
ALLOWED UNDER ANY
BRACING WALL REDUCTION FACTOR CIRCUMSTANCE WITHOUT WRITEN
A-06-03 - GROUND BRACING PLAN WALL HEIGHT REDUCTION FACTOR PERMISION FROM DESIGNER
1 3 000
1 : 100 0.9
3 300 0.8
3 600 0.75 NOTE:-
CONSTRUCTION 3 900
4 200
0.7
0.64
ALL BUILDING WORKS TO COMPLY WITH THE
BUILDING CODE OF AUSTRALIA
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690
BEAM TO POST Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
1 PRELIMINARY KURT 04/04/19
1 : 100@ A3 FAX (07) 5476 9380
9.20 (N) TIEDOWN 0432 224 604 A-06-
06-02 UPPER BRACING PLAN
TRU BUILT
9 WORKING DRAWINGS KURT 07/07/19 MOBILE 0418 986595
DATE:
2/M16 BOLTS (53kN) [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 PO BOX 1244 38.38kN REQUIRED 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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