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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 ROOF AREA
NAME AREA SLOPE FACTOR CATCHMENT AREA
RAIN FALL DATA
DP11 20 YEAR 100 YEAR
DP1 26.09 m² 1.09 28.43 m²
DP2 26.10 m² 1.09 28.45 m² 234 mm/h 305 mm/h
DP3 30.03 m² 1.09 32.73 m² GUTTER 150mm D GUTTER
(8500mm2)
DP4 30.01 m² 1.09 32.71 m²
DP5 30.03 m² 1.09 32.73 m² MAX ROOF 40m2
Jose David Lesmes CATCHEMENT
25°
DP6 28.56 m² 1.09 31.13 m²
RIDGE TO GUTTER 5.53m
BEng Civil, MIEngAust DP7 28.56 m² 1.09 31.13 m² LENGHT
DP8 28.57 m² 1.09 31.14 m² GUTTER OVERFLOW
RPEQ 0.52 L/s/m
DP9 28.56 m² 1.09 31.13 m² REQUIREMENT
SPLIT LINE
SPLIT LINE
As per structural certificate DP10 29.97 m² 1.09 32.67 m² OVERFLOW MEASURES CONTROLLED BACK GAP
DROPPER FROM DROPPER FROM DP11 29.98 m² 1.09 32.68 m² 1.5 L/s/m
dated: 29-07-2019
UPPER ROOF INTO UPPER ROOF INTO DP12 29.97 m² 1.09 32.67 m² DOWNPIPE 90mm DIA. PVC.
GUTTER BELOW GUTTER BELOW DP13 26.09 m² 1.09 28.44 m² STORMWATER LINE 100mm DIA. PVC.
SPLIT
L INE DP12
25°
DP10 SPLIT LINE DP14 26.09 m² 1.09 28.43 m² MAX. CATCHMENT
25° 398.60 m² 434.47 m² AREA PER 116m2.
STORMWATER LINE
DP13 DP9
LINE SPLIT
SPLIT LINE
900
900
DP14
DP8
900
25°
25°
25°
900
25°
25°
25°
25°
SPLIT
LINE
INE L
SPLIT
25°
25°
DP3 DP5SP
LINE 25° 25° LIT LIN
SPLIT E
SPLIT LINE
SPLIT LINE
DP2 DP6
DP1
DP7
UPPER ROOF INTO
UPPER ROOF INTO
LINE SPLIT
SPLIT
DROPPER FROM
DROPPER FROM
LINE
GUTTER BELOW
GUTTER BELOW
900
900
900
900
25°
MARTENS BUILDING DESIGN have provided
downpipe locations as a GUIDE only. Layout
DP4 to be checked for compliance by qualified
persons prior to ordering and construction. All
A-07-01 - GROUND ROOF PLAN slotted gutters and downpipes to be installed
1 Using Lysaght TS4075 battens to suit N5 conditions with 0.42 custom orb roofing to NCC and or AS3500 (relevant parts).
1 : 100 for trusses at 900cts requires battens 400mm end spans and 730mm internal spans Materials used are to be compatible with all
CONSTRUCTION for trusses at 600cts requires battens 600mm end spans and 900mm internal spans components upstream and down stream.
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-07-
07-01 ROOF 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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