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Lee White Res. C 29.10.19 (002) · OPW21/0053
Attached to the e-mail Operational Works Application opw21/0053 - 5 Lunar Cres Noosa Heads.
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
1,240 7,420 12,520
1,290 6,130 2,705 7,500 (POOL) 2,315
NOTES:
1. VERIFY ALL DIMENSIONS PRIOR TO 1,000 6,220 10,430
COMMENCEMENT OF ANY WORKS
190 CONCRETE BLOCK RETAINING WALLS REINFORCED CONCRETE POOL TO
TO STRUCTURAL ENGINEER'S DETAILS STRUCTURAL ENGINEER'S DETAILS
2. ALL FOUNDATION PLAN DIMENSIONS
ARE TO EXTERNAL FACE OF CONCRETE
SLABS UNLESS NOTED OTHERWISE
60 1,230 60 6,220 60 10,370 60
400
3. FOOTINGS & SLAB CONSTRUCTION TO
BE IN ACCORDANCE WITH GEOTECHNICAL
2,600
2,600
REPORT & STRUCTURAL ENGINEER'S 1,290 6,340 (NRG REBATE) 10,430 (NRG REBATE)
2,500 (POOL)
DESIGN FOR THIS ALLOTMENT
4,020
4. TERMITE PROTECTION TO BE PROVIDED 190 x 290 CONC. BLOCK PIER & FOOTINGS
IN ACCORDANCE WITH AS 3660.1 TO STRUCTURAL ENGINEER'S DETAILS
60
60
PERIMETER FOOTING
REFER TO ENGINEER'S DETAILS
4,700 (NRG REBATE)
5,030 (NRG REBATE)
4,700
4,640
REINFORCED CONCRETE ALFRESCO
4,970
5,030
1,350 (NRG REBATE)
4,970
4,730
SLAB AND FOOTINGS TO
FALL ENGINEER'S SPECIFICATIONS FALL
3,610
60 1,290
FFL 22.31 AHD
100mm
90 1,200 STEP DOWN 50mm DEEP x 60mm WIDE SLAB
REBATE FOR 60mm NRG CLADDING
60
2,300 (NRG REBATE)
60
90
60
60
PERIMETER FOOTING
RECESSED REFER TO ENGINEER'S DETAILS
2,180
2,180
2,000
SHOWER
POSITION
REFER TO ENGINEER'S DETAILS
90
60
5,390 (NRG REBATE)
PERIMETER FOOTING
60
14,750
1,150
1,030
1,030
1,000 60
5,270
5,270
6,040
REINFORCED CONCRETE SLAB
60
AND FOOTINGS TO
60 1,000 ENGINEER'S SPECIFICATIONS
8,380
FFL 22.41 AHD
8,860
190 REINFORCED CONCRETE BASE
WALLS AND FOOTINGS TO STRUCTURAL
ENGINEER'S SPECIFICATIONS
6,590 (NRG REBATE)
190 REINFORCED CONCRETE BASE
60
WALLS AND FOOTINGS TO STRUCTURAL
ENGINEER'S SPECIFICATIONS
3,590 (NRG REBATE)
6,720
60 6,560 1,290 8,800 60
6,530
90 1,200 2,840 60
3,590
50mm DEEP x 60mm WIDE SLAB
2,340
3,530
REBATE FOR 60mm NRG CLADDING
1,800
RECESSED
SHOWER
POSITION
90
320 1,340
REINFORCED CONCRETE SLAB
1,200
150mm
AND FOOTINGS TO
1,660
FFL 20.61 AHD 1800mm
60
1,120 60
STEP DOWN
1,180
ENGINEER'S SPECIFICATIONS
1,180
STEP DOWN
50mm DEEP x 60mm WIDE SLAB
REBATE FOR 60mm NRG CLADDING
60
60
2160mm 360mm
STEP DOWN STEP DOWN REINFORCED CONCRETE PORTICO
1,800
SLAB AND FOOTINGS TO 100mm
1,740
1,740
ENGINEER'S SPECIFICATIONS STEP DOWN
FFL 20.51 AHD
REFER TO ENGINEER'S DETAILS
PERIMETER FOOTING
7,260
REINFORCED CONCRETE SLAB
6,590
190 x 290 CONC. BLOCK PIER & FOOTINGS
6,400
AND FOOTINGS TO TO STRUCTURAL ENGINEER'S DETAILS
ENGINEER'S SPECIFICATIONS
FFL 20.25 AHD
4,280
7,210 (NRG REBATE) 4,040 (NRG REBATE) 1,000
GROUND FLOOR CONCRETE APRON TO GARAGE
7,150 60 3,980 60 940 60
SLAB SETOUT PLAN 4,130 1,390 7,060 4,130
1,470 5,330 7,340
480 6,990 7,150 4,040 1,000
REV. AMENDMENT DESCRIPTION DRAWN CHECKED DATE BUILDER NOTES CLIENT PROJECT Start Date: 09/07/19 JOB No:
A ISSUED FOR BUILDING APPROVAL APPLICATION. TW TW 17/09/19
1. ALL DIMENSIONS ARE TO BE VERIFIED PRIOR TO COMMENCMENT OF WORK.
2. GIVEN DIMENSIONS ARE TO HAVE PRIORITY TO SCALED DIMENSIONS. LEE WHITE PROPOSED RESIDENCE Issued Date: 29/10/19 025/19
B CLIENT AMENDMENTS. ISSUED FOR BUILDING APPROVAL APPLICATION. TW TW 30/09/19
3. ALL GROUND LEVELS ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED. REV No:
C CLIENT AMENDMENTS. ISSUED FOR BUILDING APPROVAL APPLICATION. TW TW 29/10/19 4. ALL PLUMBING AND DRAINAGE IS TO COMPLY WITH STANDARD SITE ADDRESS Scale: 1:100 @ A2
SEWERAGE BY-LAWS AND REQUIREMENTS OF THE LOCAL AUTHORITY.
5. CONTRACTOR TO IMMEDIATELY NOTIFY DESIGNER OF ANY DISCREPENCIES.
DRAWING C
6. ALL WORKS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE LOT 32 (No.5) LUNAR SLAB PLAN
Design by: TAYLOR'D Distinction
CRESCENT, NOOSA HEADS
QBCC No. 1272680 MOB: 0418 510 590 [email protected] CURRENT BUILDING CODE OF AUSTRALIA , AMENDEMENTS AND IN
E-mail: [email protected] Ph: 0403 871 366
QBCC LICENCE No. - 1141195
ACCORDANCE WITH RELEVANT TRADE AND TECHNICAL MANUALS.
Drawn by: TW 08
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