Council archive · source document
BISHOP_250522_TENDER SET_compressed (1) · EXE25/0028
Original PDF page 25, section 1. The text section number identifies this passage in the reader.
8
5 3
1 A222
5 2 A221 A223
A220 A220
A221
EXPRESSED RAFTER R5
4
4 3 A223
A223 A223
EAVES GUTTER
PITCHING POINT PITCHING POINT RB13
RB8
406
119400 119400 WB2
VERANDAH DECK ROOF
RAFTER R4 200 X 45 LAMBEAM
RB12
P1
P1 BULKHEAD AS REQUIRED TO RAISE
CEILING OVER BUNK BED AREA NEW SEAT AREA
BLOCKWORK WALL IN BACKGROUND
SUPPORTING CONCRETE SLAB OVER JOIST (J2) PLANTER
20
200
22
GROUND FLOOR GROUND FLOOR
JOIST (J1)
116400 116400
22
145
INSTALL CEILING OVER BUNK BED (BL2) 600 BLOCK LINTEL DECK EXTENSION
1293
AREA AS HIGH AS POSSIBLE, WITH EXISTING DECK EXTENT
1578
P1 COORDINATION TO A/C AND
340 1100
LIGHTING REQUIREMENTS
U/S CEILING
BUNK BED STRUCTURE DESIGN
TO MAXIMISE HEAD ROOM TO
2700
BELOW AND ABOVE P1
PF1 TO BE REPLACED WITH POOL
2222
HWU SCREENING OVER
1920
A POST TO TOP OF REGRADE GROUND LINE BLOCKWORK AS
SPOON RETAINING WALL DETAIL SPOON
1260
TO FINISH FLUSH WITH REQUIRED BY
DRAIN FROM STRUCT ENG. TOP OF SLAB DRAIN CLIENT
LOWER GROUND RETAINING BLOCKWORK WALL LOWER GROUND FALL 1:100
157
80
80
113000 113000 NGL FROM SURVEY DWG CONFIRM
FB1 FB2 ONSITE FOR RETAINING WALL
EB FB1 RW1
MIN
900
HEIGHT REQURIED
PF2
CONCRETE FOOTINGS AND SLAB TO STRUCT. POOL PUMP AREA BEHIND
ENG'S DESIGN, DETAILS & SPECIFICATIONS RETAINING WALL
Section 9 Section 10
1 1 : 100 2 1 : 100
4 1 2 -
A221 A223 A223 ---
COLORBOND ROOF
SHEETING FIXED TO
ROOF BATTENS
- FINIAL 2 1
--- A223 A223
BEAM.
BATTEN EXTENDER REFER TO STRUCT
WITH ANTICON ENG DRAWINGS EXPRESSED DECK RAFTER REFER TO
BLANKET INSULATION RAFTERS REFER TO STRUCT ENG DRAWINGS
BEAM. STRUCT ENG'S
REFER TO STRUCT ENG DRAWINGS
DRAWINGS ENCASE BEAMS IN FC CLADDING.
PITCHING POINT PITCHING POINT HARDI BOARD EXTERNAL SIDE
119400 119400 ENCASE BEAMS
IN FC CLADDING.
PROVIDE
COMPLIANT
POOL GATE
ACCESS DOWNPIPE IN
P1 P1 P1 P1 OPENER P1 P1
3000
BAL2 BACKGROUND
2435
COS
BAL1
1200
GROUND FLOOR GROUND FLOOR
42
116400 116400
145
P1
1178
SEAT
PLANTER
PROPOSE KEEPING PLANTER AT
RL 115222 DECK HEIGHT AND ALLOW POOL DECK FFL
OVERFLOW DRAINAGE TO FALL DECK JOIST
TOP OF RETAIINING
BELOW TO NATURAL GROUND LINE P1 MOUNTED TO
3400
SCREENING EXISTING POOL DECK
1280
TOP OF RETAINING
SCREENING P1
1920 COS
PF1 BLOCKWORK WALL BEHIND
2222
SUPPORTING CONCRETE SLAB OVER
2135
COS
SCREENING SCREENING OR CONTINUE PLANTER
HWU AREA FOR OVERFLOW WATER TANKS RETAINING WALL TO STEP
WALL EDGE DOWN TO NGL
80 920
920
POOL PUMP SLAB FOR OVERFLOW WATER TANKS
LOWER GROUND AREA LOWER GROUND
113000 113000
PF1 EXISTING NATURAL GROUND LINE WHERE
PROPOSE STEPPING RETAINING WALL WATER TANKS WHERE LOCATED
NEW EXCAVATION FOR EXTERNAL SLAB
SCREENING AS REQUIRED BY CLIENT OVER
LOW HEIGHT BLOCKWORK WALLS TO FULL EXISTING NATURAL GROUND LINE WHERE WATER TANKS WHERE LOCATED
PERIMETER OF POOL PUMP AREA. AT A
MINIMUM BUILDER TO ALLOW FOR SCREENING
TO MATCH TIMBER SCREENING UNDER
DWELLINGS, DECK PERIMETER. HEIGHT FOR
THIS SCREENING 1280mm NOMINAL
Section 11
3 1 : 100
Section 12
4
PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY
1 : 100
PROJECT REV DESCRIPTION DATE
7 HAPPY JACK CREEK ROAD, RIDGEWOOD QLD P1 ISSUE FOR TENDER 22/05/25 PROPOSED SECTIONS
22/05/2025 2:31:10 PM
SHEET 4 OF 4
USE ONLY FIGURED DIMENSIONS
DO NOT SCALE OF DRAWINGS. Drawn: Author Checked: Checker REV
COPYRIGHT ADRIAN RAMSAY CLIENT
QBCC 15256628 BISHOP, GEORGINA & JONATHAN SCALE
1 : 100 @ A2
DRAWING NUMBER
A223
P1
STUDIO 0403 235 604
CREATED WITH GENIUS AT RATWORKS STUDIOS
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
BISHOP_250522_TENDER SET_compressed (1).pdfRelated documentApplication case desk ↗
About this file
- File size
- 9.5 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.