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Amended plans received 14.11.25 · 51983.3225.25
Plans and drawings: the text below has words only, no drawings.
2280 6620
BOLT DOWN GRC PLANTERS
90
PARAPET FLASHING
90
PARAPET FLASHING DP
DRY PAN FLASHING
PARAPET FLASHING
GRC GRC GRC
2.5°
2.5°
3870
RTH
GRC
LADDER BRACKET & STROP
APRON OVERFLASHINGS AS PER
ROOF HATCH MANUFACTURERS
6520
DESIGN/SPECIFICATION CRS EG
SMALL GUTTER & DROPPER PIPE +
SPREADER ONTO MAIN ROOF BELOW
GRC GRC
PARAPET FLASHING
2.5°
3350
CRS
SHADED AREA DENOTES EXTENT OF ROOF
REQUIRING FALL RESTRAINTS TO ACCESS.
2000mm WITHIN EDGE OF ROOF GRC GRC GRC GRC
PARAPET FLASHING DP
90
8900
Roof Plan
1 : 100
INSTALLATION OF GUTTERING MUST
COMPLY WITH NCC VOL 2 2022
PART 7.4.3 - SELECTION OF GUTTERING
AND PART 7.4.4 - INSTALLATION OF
GUTTERS.
DOWNPIPES TO COMPLY WITH NCC VOL 2
2022 PART 7.4.5 - DOWNPIPES - SIZE AND
INSTALLATION
Note (c) - Overflow measures in accordance with
NOTES Table 7.4.6 are deemed to be capable of
removing
NOTE DESCRIPTION the overflow volume specified in that Table.
CRS COLORBOND ROOF SHEETING
OF FINISHES FOR DETAILS Table 7.4.6 Acceptable continuous overflow
DP DOWNPIPE measure -
EG EAVES GUTTER Front face slotted gutter with—
GRC PROPRIETARY GLASS a minimum slot opening area of 1200 mm2 per
REINFORCED CONCRETE
PLANTER REFER TO SCHEDULE metre of gutter; andthe lower edge of the slots
RTH PROPRIETARY ROOF TOP installed a minimum of 25 mm below the top of
HATCH REFER TO SCHEDULE the fascia.
Overflow capacity - 0.5L/s.
he top of the fascia.
MATERIALS/FINISHES LEGEND TOTAL m²/LM Overflow capacity - 1.5L/s.
Controlled front bead height with -
COLORBOND ULTRA TRIMDEK ROOF SHEETING 7.0m² the front bead of the gutter installed a minimum of
150mm MEGAFLOW COLORBOND ULTRA QUAD GUTTER 6.5 LM 10 mm below the top of the fascia.
DP - 90MM PVC DOWNPIPES 2 DOWNPIPES Overflow capacity - 1.5L/s.
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
B2 GENERAL AMENDMENTS 28.08.2025 MD
Wind: N4 (EQUIV)
ROOF PLAN
11/11/2025 1:50:10 PM
C1 DETAILED DESIGN 16.09.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
D1 GENERAL AMENDMENTS 06.11.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
E1 CONTRACT DRAWINGS 11.11.25 MD Soil Class: P
Lot 3 on GTP 1154 Corrosion: C5 1070 A15 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale: As indicated
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