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Combined Approved Plans MCU21-0020.01 & OPW21-0035.01 · MCU21/0020.01
Plans and drawings: the text below has words only, no drawings.
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Plan
ROOF DRAINAGE PLAN 1 : 100
rooftop
deck
DP
DP
PARAPET BEAM
LINE OF BUILD
land Grey
Colorbond Wood
RENDE
nt
Roof Catchme
PARAPE
RED BO
2.0°
INSULSPAN SIP ROOFING
= 139 sqm Colorbond Woodland Grey
ING UNDER
T
8.0°
XED
/60)
W-32 N WALL (60/60
W-31 FIRE SEPARATIO
W-29 W-30
INSULSPAN SIP ROOFING
Colorbond Woodland Grey
DP
DP
W-34 W-35 W-36 Roof Catchment
W-33 2.0°
= 19 sqm
LINE OF BUILD
rooftop
deck
ING UNDER
DP DP
Site Cover = 241sqm = 44%
DRAINAGE
NOTES:
Based on assumed 5 minute rainfall intensity - • Effective roof catchment area 158m² Downpipes are to be located where they will Downpipes are to service 12m maximum
All work to conform with Part MP 4.2 of the 189mm/h 20 years recurrence interval. • Roof catchment per downpipe 60m² not create a hazard to building users nor gutter length & be within 1.2m from each
Queensland Development Code (QDC) • Downpipes must not serve more than impede window & door openings and the valley unless overflow is provided for (NCC
(Water Saving Targets). Gutters & downpipes shall be in accordance 12m of gutter length for each downpipe like. They are to be installed as close as Vol2 P3.5.2.5)
with AS/NZS3500.5 domestic & Part 3.5.2, Vol 2 • Total rainfall intensity 158m² X 189mm/60 practicable to the supporting structure while
Roof stormwater is to discharge to local of the NCC. = 497.7L/min maintaining termite inspection clearances of
government requirements and approval. • Stormwater pipes - 100 dia. Laid at 1 in 25mm. Downpipes are to be protected from
Tank/s overflow and downpipes not All downpipes to be 90mm/100mm U-PVC. 100 minimum grade. potential mechanical damage, be installed -
connected to rainwater tank/s to discharge All gutters to be 150 Quad Gutters (8600mm² no less than 100mm from electrical cables & NOOSA COUNCIL
to interallotment drainage system/ to Cross section area). gas pipes & no less than 50mm from other APPROVED PLAN
nominated discharge points via bubbler Falls to be in accordance with clause 3.5.2.4, services (AS3500.3.2 S4.11)
system/ to discharge to street channel system. Vol 2 of the NCC.
MCU21/0020.01 & OPW21/0035.01
16 NOV 2022
No. Description Date
J Construction Issue A 08/10/2021 Project number Scale at A3
Project Client Drawing Drawn by
dennishillarchitect 27 Grant Street, Brown Rooster Pty ROOF DRAINAGE DRH
K
L
Construction Issue B
Construction Issue C
28/10/2021
11/03/2022
049 1 : 100
mobile: 0438 20 55 66 | [email protected] Noosa Heads Ltd PLAN
www.dennishillarchitect.com
M
N
Construction Issue D
Construction Issue D
27/06/2022
27/06/2022 CON.20
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright. 27/06/2022 4:55:13 PM
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