Council archive · source document
Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
Very large file (10.3 MB): may take a few minutes to open.
Original PDF page 36, section 1. The text section number identifies this passage in the reader.
KGQ KUK
KUJ S207 S215
S215
BW3
BW 3
NO CONTROL JOINTS PERMITTED IN
WS1 (o) EXTERNAL MASONRY WALL TO THIS LENGTH
2
CW1(u)
SC
200
1
SC
CW1(u)
STEP
BW2
BW3(u)
CW1(u)
200
CAN WE FIT BLADE
BW3
1
250
SC
200
STEP
COLUMN OR BLOCK
WALL HERE?
PW
STEP
STEP
300
SC
STEP
1
300
SC
1
HOB
280 350
STEP
STEP STEP
R4
KUG KGR
CONFIRM ALL S207 SECANT PILE WALL DESIGNED AND
1
S215 SETDOWNS DEPTHS CERTIFIED BY OTHERS. REFER TO
SC
PP4
SPECIALIST D&C CONTRACTOR FOR
FURTHER INFORMATION.
STEP
BW4
SLAB MUST BEAR ON 270 220
STEP
BLOCK WALL BELOW STEP
350 CONFIRM ALL 220
420 SETDOWNS DEPTHS STEP KGM
STEP
CC
STEP
1
BW3 BW3 S206
PW
VB1 (u)
STEP
BW3
280
KUH BW4
PW
ARCHITECT TO CONFIRM STEP AND FALL S215
BW3
VB1 (u)
REQUIREMENTS. SLAB DEPTHS ARE MIN
REQUIRED STRUCTURALLY AND TRYING TO BW2
ACHIEVE FLAT SOFFIT FOR EASE OF
STEP
BW3
CONSTRUCTION. TYP ALL BUILDINGS STEP
220 R4
STOP/START BW3 1200
STEP
EACH SIDE OF BW2 STEP
STEP
ED IN
PERMITT
INTS LENGTH 220
PP4
O
TROL J O THIS
NO CON ONRY WALL T
AL MAS
EXTERN 270
420
BRACING TYPES
PW
1
SC
PW ..... 7mm F11 BRACE PLY FIXED AS PER E.W.P.A.A
SPECIFICATIONS TO ACHIEVE 6.0 kN / m (ULT).
1
SC
STEP
BRACING WALL BRACING WALL
SC
LENGTH IN METRES TYPE
1
SC
1
0.9 PW
STEP
NOTE:
1. IF NO BRACING LENGTH IS PROVIDED, BRACING IS TO BE
FIXED TO FULL LENGTH OF WALL.
220 2. WALLS WITH PLY WOOD BOTH SIDES NAIL AT 50 mm
CENTRES TOP AND BTM BOTH SIDES AND USE M16 TIE
BOLTS.
STUD WALLS
)
1(u
CW
CW
1(u PLATES
)
BTM PLATE ..... 90x45 MGP12
TOP PLATE ..... 2/90x35 MGP12
THIS EDGE OF SLAB TO BEAR IN NATURAL
CW MATERIAL WITH 100kPa MIN ALLOWABLE
1 STUDS UNO
BEARING CAPACITY. ALLOW TO PROVIDE
1
CW
BACKHOE PIERS ALONG THIS EDGE TO INTERNAL ..... 90x35 MGP12 AT 450 CRS MAX
ACHIEVE MINIMUM BEARING EXTERNAL ..... 90x45 MGP12 AT 450 CRS MAX
NOGGINGS ..... 90x35 MGP12 AT 1350 CRS. MAX.
SILL BEAMS ..... 90x35 MGP12 : SILL < 2400 WIDE
2/90x35 MGP12 : SILL > 2400 WIDE
JAMB STUDS AT SIDES OF OPENINGS*
K4, K5 & K6 VILLA UPPER FLOOR GENERAL ARRANGEMENT PLAN WIDTH OF OPENING No. OF STUDS
UP TO 900 ..... 1
SCALE 1 : 75
UP TO 2100 ..... 2
UP TO 2700 ..... 3
LEGEND: SCHEDULE OF CONCRETE ELEMENTS SCHEDULE OF FRAMING ELEMENTS EXCLUDING SECONDARY JAMB STUDS*
LINTELS UNO
......... BLOCKWORK OVER SLABS WALL SCHEDULE STEEL COLUMNS
WIDTH OF OPENING SIZE
CONCRETE COLUMN / WALL OVER THICKNESS REMARKS MARK VERT REINF. HORIZ REINF. DESCRIPTION REMARKS MARK SIZE DESCRIPTION COMMENTS
......... UP TO 900 ..... 90x35 MGP 12
200 REFER REINFORCEMENT PLANS BC1 REFER DETAIL 300 SERIES BLOCKWORK COLUMN SC1 89x89x5.0 SHS STEEL COLUMN 901 TO 1500 ..... 140x45 MGP12
......... LOAD BEARING ELEMENT UNDER 220 REFER REINFORCEMENT PLANS BU1 N12-400 N12-400 200 SERIES BLOCKWORK UPSTAND SC2 89x89x3.5 SHS STEEL COLUMN 1501 TO 2000 ..... 130x42 LVL 15
......... DENOTES SLAB THICKNESS 250 S12-200 EACH WAY TOP & BTM BW1 N20-200 N16-400 300 SERIES BLOCKWORK 2001 TO 2600 ..... 190x42 LVL 15
THK
270 REFER REINFORCEMENT PLANS BW2 N16-200 N16-200 200 SERIES BLOCKWORK
STEP 280 REFER REINFORCEMENT PLANS BW3 N16-200 N12-200 200 SERIES BLOCKWORK STEEL FRAMING
......... DENOTES SLAB STEP TIE DOWN
300 REFER REINFORCEMENT PLANS BW4 N12-400 N12-400 200 SERIES BLOCKWORK MARK SIZE DESCRIPTION COMMENTS
M12 TIE RODS TO ALL CORNERS, EACH SIDE OF
BCJ ......... DENOTES BLOCKWORK 350 REFER REINFORCEMENT PLANS BW5 N12-400 N12-400 150 SERIES BLOCKWORK PP4 120x45 MGP12 POLE PLATE FIXED TO SLAB WITH M12 CHEMICAL ANCHORS
OPENINGS AND GENERALLY AT 1800 CRS MAX
CONTROL JOINT 420 REFER REINFORCEMENT PLANS CW1 S12-200 EF S12-200 EF 200 THICK CONCRETE POOL WALLS AT 900 MAX CRS
REFER BRACING PLANS FOR ADDITIONAL TIE DOWN
R4 90x45 MGP12 RAFTER AT 900 MAX CRS LOCATIONS AND DETAILS.
VB1 89x89x5.0 SHS VERTICAL BRACING
CONCRETE COLUMNS WS1 89x89x5.0 SHS WINDOW SILL
MARK
CC1
CC2
SIZE
300x300
300Ø
DESCRIPTION
CONCRETE COLUMN
CONCRETE COLUMN
COMMENTS
INFORMATION
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
K4, K5 & K6 VILLA UPPER FLOOR GENERAL
Drawn By Designed By Approved By
JAL JM JO
ARRANGEMENT PLAN
Project No. Discipline Scale
[email protected] 20220173 STRUCTURAL As indicated (at A1)
2 19.01.23 ISSUE FOR INFORMATION JAL JO 37 MARY ST NOOSAVILLE, QLD Project Name Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S210 2
Rev Date Description By Chk 10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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
Structural Plans 20220173 - 10 Natasha Structural Issue 190123.pdfRelated documentApplication case desk ↗
About this file
- File size
- 10.3 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.