Original source · versioned page text
Att1 - Building Design Plans_Amnd
Plans and drawings: the text below has words only, no drawings.
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
H G F E D
1,800 12,860 2,550 9,180
CAP-R C-ORB @30° ROOF PITCH
BAR
CAP-B OPEN ENDED DUTCH GABLE
BAR
WITH FEATURE BATTEN TRIM
C-ORB @30° ROOF PITCH C-ORB @30° ROOF PITCH
CAP-R
PERG-1 PERG-1
W-05
GUT+FAS
CEILING HEIGHT 3.000 RL 149.715 (NOM)
600
W-11 W-10 W-09 W-08
ARB
3,700
3,000
3,000
2,550
DP X2
DP X2
2,400
GT-L W-06 D-04
DP
DP
PST PST PST D-08 PST D-07 CL D-06 D-05 PST PST PST PST PST
PF-R
MAIN SLAB R.L. 146.950 (NOM)
(MIN)
1,200
AGG
(NOM)
BAL-G PF-S PG PF-S
850
RN-L
POOL DECK R.L. 146.100 (NOM)
(NOM)
2,550
EXISTING G.L.
(NOM)
1,700
FINISHED G.L. RN-L
SCR-L GT-L
RAISED POOL SHELL TO ACT AS POOL FENCE - ENSURE
COMPLIANCE WITH POOL FENCING REGULATION
POOL STORE R.L. 144.400 (NOM)
03a Northen Eleva on
1:100
F E D C B A
2,550 9,180 2,550 12,860 1,800
C-ORB @30° ROOF PITCH CAP-R
BAR
OPEN ENDED DUTCH GABLE ROOF TRANSITION POINT: C-ORB TO
BAR TRANSLUCENT POLYCARBONATE ROOF CAP-B
WITH FEATURE BATTEN TRIM
C-ORB @30° ROOF PITCH SHEETING TO BUILDERS/MANU. DETAILS C-ORB @30° ROOF PITCH
CAP-R
PERG-1 PERG-1
W-05
GUT+FAS
CEILING HEIGHT 3.000
600
600
W-08 W-04 W-03 W-01
3,700
3,000
CLOTHES
2,550
DP X2
DP X2
2,400
2,400
(NOM)
W-06 D-04 LINE
3,850
DP
DP
D-05 PST PST PST PST PST CL PST D-03 D-02 CL PST W-02 D-01 W-22 PST
RL 147.300 (NOM)
PF-R
F-OBS F MAIN SLAB R.L. 146.950 (NOM)
(MIN)
1,200
AGG
(NOM)
BAL-G PF-S PG PF-S BAL-G
850
RN-L AGG
POOL DECK R.L. 146.100 (NOM)
RN-L RN-L
SCR-L GT-L
RAISED POOL SHELL TO ACT AS POOL FENCE - ENSURE
COMPLIANCE WITH POOL FENCING REGULATION
FINISHED G.L.
03b Northen Eleva on
1:100
0 1 2 5 10
Revision Notes. Project Client Drawing Date Author
reitsma
Figured dimensions only are to be taken from this drawing. All works must comply with NCC, local authority and all N EDWARDS RESIDENCE J. + D. Edwards Eleva on 03 11/06/2024 TEAM
All dimensions, bearings, exis ng services, mandatory council relevant geographical/wind category requirements. All
restraints/requirements and proposed levels are to be checked and
verified on site by builder/client prior to commencement of works.
cut and fill ba ers are indica ve only and must be
established and verified by builder/client in rela on to
LOT 13 (No. 146) FERRELLS Scale Revision
Builder
+61 493 062 182 13 Ridgewood Road.
Any discrepancies must be communicated to the designer prior to proposed slab and/or floor levels ROAD Craig Bri en 1:100 A
commencement of works. Please note, builder specifica ons and These drawings are to be read in conjunc on with other Stage
Caloundra signed contracts to take precedence over all Reitsma documenta on. relevant consultants drawings and reports. COOROY Project Number Sheet Number
[email protected] QLD, 4551 DEVELOPMENT APPROVAL
www.reitsma.com.au Australia
© Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
QBCC Lic. No. 1234490 BDAQ Member
QLD 4563 Ph: 0421 338 630 NOT SUITABLE FOR CONSTRUCTION 4661 51 /94
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