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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 Timber floor framing.
SUB - FLOOR DIRECTION A SUB - FLOOR DIRECTION B
UPPER STOREY AREA 100.64m2 N5 PRESSURE Kpal 2.8 NOTE UPPER STOREY AREA 211.98m2 N5 PRESSURE Kpal 2.8
No# Panel Type Resistance_m Panel Length Height Reduction Quanity Resistance Total kN USE DOUBLE BRACING SET No# Panel Type Resistance_m Panel Length Height Reduction Quanity Resistance Total kN
AB1 M16 BRACE 22.5 2.9 1 4 21.733331 86.933324 M16 rods IF 800H 800H POST 200 800 1 10 3.3 33
VERTICAL ANGLE EXCEEDS
AB2 M16 BRACE 22.5 2.9 1 2 2.936839 5.873679 60° AB1 M16 BRACE 22.5 2.9 1 4 5.823429 23.293714
60° FORGROUND
FINISHED SINGLE LEVEL
SET.
AB3 M16 BRACE 22.5 3739 2.9 1 2 3.907084 7.814168 max AB2 M16 BRACE 22.5 2.9 1 2 22.307509 44.615019
AB4 M16 BRACE 22.5 3767 2.9 1 2 4.869891 9.739783 30° AB3 M16 BRACE 22.5 3739 2.9 1 2 22.158174 44.316349
AB5 M16 BRACE 22.5 3750 2.9 1 3 5.823429 17.470286 min AB4 M16 BRACE 22.5 3767 2.9 1 2 21.96666 43.93332
AB6 M16 BRACE 22.5 2.9 1 2 7.695453 15.390906 AB5 M16 BRACE 22.5 3750 2.9 1 3 21.733331 65.199993
AB8 M16 BRACE 22.5 2.9 1 8 11.25 90 AB6 M16 BRACE 22.5 2.9 1 2 21.143084 42.286168
AB9 M16 BRACE 22.5 4981 2.9 1 2 17.969299 35.938598 M16 X-BRACING SETS AB8 M16 BRACE 22.5 2.9 1 8 19.485572 155.884573
AB11 M16 BRACE 22.5 2.9 1 6 11.923183 71.539101 AB9 M16 BRACE 22.5 4981 2.9 1 2 13.540838 27.081676
340.699844 AB11 M16 BRACE 22.5 2.9 1 6 19.081082 114.486493
M16 22.5kN M16 BRACE 2.9 1 3 22.5 67.5
DESCRIPTION OF POLES 661.597305
200 DIA HARDWOOD POLES H5 TREATED
REFEFER TO ENGINEERS DRAWINGS FOR FOOTING DETAILS
BRACING DESIGNED OF 1000mm DEEP 450 WIDE FOOTINGS FROM
593.54 kN BRACING REQUIRED
AS1684.2 -2010 TABLE 8.1
WIND DIRECTION B
06°
53.
M16 22.5kN
M16 22.5kN
M16 22.5kN
N5 AB9 AB9
Jose David Lesmes
BEng Civil, MIEngAust
WIND DIRECTION A
RPEQ
281.79 kN BRACING REQUIRED
As per structural certificate
dated: 29-07-2019
AB2 AB8 AB6 AB6 AB8 AB2
AB1
AB3 AB1
AB3
AB11 AB8 AB11 AB11 AB8 AB11
AB4 AB8 AB4
AB11
AB8 AB11
AB5 AB8
AB5
AB8
AB1 AB5
AB1
800H 800H 800H
800H 800H
800H 800H
SOIL CLASSIFICATION REDUCTION FACTOR
800H SOIL CLASSIFICATION LATERAL LOAD CAPACITY REDUCTION FACTOR
CLASSES M-D AND H 0.8 800H
CONSTRUCTION
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-06-
06-01 SUBFLOOR BRACING PLAN
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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