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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
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BW4
S
CW1 230
STEP
2
BW3
SC
2
BW3
CW1(u)
SC
BC1 BW4
CW1
BW4
KUD 250 300 STEP
BW4
S125
KUB
STEP
S125 250
CW1(u) 300
SF1
S
STEP
BW3
KBD 230 STEP
S106
300 STEP
SECANT PILE WALL DESIGNED AND
250
BW4
CERTIFIED BY OTHERS. REFER TO
SPECIALIST D&C CONTRACTOR FOR
FURTHER INFORMATION.
BW4
SF1 BW3 BW3 SF1 BW4
BW4 BW4 BW4 KUA
BW4
S125
BW4
BW4
BW4
BW4
BW4
250
S
CONFIRM ALL
SETDOWNS DEPTHS
230
CC
STEP
1
STEP BW5
300
230
BW4
CW1(u)
ARCHITECT TO CONFIRM STEP AND FALL
REQUIREMENTS. SLAB DEPTHS ARE MIN
BW4
SIM
CW1(u)
REQUIRED STRUCTURALLY AND TRYING TO
KUC
CW1
SF1
ACHIEVE FLAT SOFFIT FOR EASE OF
S125 250 CONSTRUCTION. TYP ALL BUILDINGS
BC1
S
CW1 BW4
2
2
SC
SC
STUD WALLS
STEP
PLATES
230 BTM PLATE ..... 90x45 MGP12
TOP PLATE ..... 2/90x35 MGP12
STUDS UNO
INTERNAL ..... 90x35 MGP12 AT 450 CRS MAX
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*
KUC
WIDTH OF OPENING No. OF STUDS
S125
UP TO 900 ..... 1
UP TO 2100 ..... 2
UP TO 2700 ..... 3
K1, K2 & K3 VILLA UPPER FLOOR GENERAL ARRANGEMENT PLAN EXCLUDING SECONDARY JAMB STUDS*
SCALE 1 : 50
LINTELS UNO
LEGEND: SCHEDULE OF CONCRETE ELEMENTS WIDTH OF OPENING
UP TO 900 .....
SIZE
90x35 MGP 12
......... BLOCKWORK OVER 901 TO 1500 ..... 140x45 MGP12
SLABS WALL SCHEDULE CONCRETE COLUMNS 1501 TO 2000 ..... 130x42 LVL 15
......... CONCRETE COLUMN / WALL OVER THICKNESS REMARKS MARK VERT REINF. HORIZ REINF. DESCRIPTION REMARKS MARK SIZE DESCRIPTION COMMENTS 2001 TO 2600 ..... 190x42 LVL 15
230 REFER REINFORCEMENT PLANS BC1 REFER DETAIL 300 SERIES BLOCKWORK COLUMN CC1 300x300 CONCRETE COLUMN
......... LOAD BEARING ELEMENT UNDER
250 BU1 N12-400 N12-400 200 SERIES BLOCKWORK UPSTAND CC2 300Ø CONCRETE COLUMN TIE DOWN
THK ......... DENOTES SLAB THICKNESS 300 REFER REINFORCEMENT PLANS BW1 N20-200 N16-400 300 SERIES BLOCKWORK
M12 TIE RODS TO ALL CORNERS, EACH SIDE OF
BW2 N16-200 N16-200 200 SERIES BLOCKWORK OPENINGS AND GENERALLY AT 1800 CRS MAX
STEP
......... DENOTES SLAB STEP STEEL COLUMNS
STRIP FOOTINGS BW3 N16-200 N12-200 200 SERIES BLOCKWORK REFER BRACING PLANS FOR ADDITIONAL TIE DOWN
BW4 N12-400 N12-400 200 SERIES BLOCKWORK MARK SIZE DESCRIPTION COMMENTS LOCATIONS AND DETAILS.
MARK WIDTH DEPTH
BCJ ......... DENOTES BLOCKWORK SC1 89x89x5.0 SHS STEEL COLUMN
SF1 450 450 BW5 N12-400 N12-400 150 SERIES BLOCKWORK
CONTROL JOINT SC2 89x89x3.5 SHS STEEL COLUMN
SF2 800 300 CW1 S12-200 EF S12-200 EF 200 THICK CONCRETE POOL WALLS
500mm 0 500 1000 1500 2000
INFORMATION
1 :50
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
K1, K2 & K3 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 S120 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
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