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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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Original PDF page 40, section 1. The text section number identifies this passage in the reader.
1
SC
SC
1
RB1
L
R2
RB1
SC
L
1
KRG
SC
1
S225
L
L
R5
300
L
L
SC
1
L
R3
L
R2
L
RB1
RB1
L
KRH
S225
2000
L
L
R3
L
L
RB1
L
R2
RB1
BRACING TYPES
1
SC
1
SC
PW ..... 7mm F11 BRACE PLY FIXED AS PER E.W.P.A.A
SC
RB1
1
SPECIFICATIONS TO ACHIEVE 6.0 kN / m (ULT).
R2
1
RB1
SC
BRACING WALL BRACING WALL
LENGTH IN METRES TYPE
0.9 PW
NOTE:
1. IF NO BRACING LENGTH IS PROVIDED, BRACING IS TO BE
FIXED TO FULL LENGTH OF WALL.
2. WALLS WITH PLY WOOD BOTH SIDES NAIL AT 50 mm
CENTRES TOP AND BTM BOTH SIDES AND USE M16 TIE
BOLTS.
K4, K5 & K6 VILLA ROOF FRAMING PLAN
SCALE 1 : 75 STUD WALLS
PLATES
LEGEND: SCHEDULE OF CONCRETE ELEMENTS SCHEDULE OF FRAMING ELEMENTS BTM PLATE ..... 90x45 MGP12
TOP PLATE ..... 2/90x35 MGP12
......... BLOCKWORK OVER SLABS STEEL COLUMNS
THICKNESS REMARKS MARK SIZE DESCRIPTION COMMENTS STUDS UNO
......... CONCRETE COLUMN / WALL OVER INTERNAL ..... 90x35 MGP12 AT 450 CRS MAX
300 REFER REINFORCEMENT PLANS SC1 89x89x5.0 SHS STEEL COLUMN
......... LOAD BEARING ELEMENT UNDER SC2 89x89x3.5 SHS STEEL COLUMN EXTERNAL ..... 90x45 MGP12 AT 450 CRS MAX
NOGGINGS ..... 90x35 MGP12 AT 1350 CRS. MAX.
THK ......... DENOTES SLAB THICKNESS SILL BEAMS ..... 90x35 MGP12 : SILL < 2400 WIDE
STEEL FRAMING 2/90x35 MGP12 : SILL > 2400 WIDE
STEP
......... DENOTES SLAB STEP
MARK SIZE DESCRIPTION COMMENTS JAMB STUDS AT SIDES OF OPENINGS*
BCJ ......... DENOTES BLOCKWORK PP4 120x45 MGP12 POLE PLATE FIXED TO SLAB WITH M12 CHEMICAL ANCHORS AT 900 MAX CRS
WIDTH OF OPENING No. OF STUDS
CONTROL JOINT R2 140x45 MGP12 RAFTER AT 900 MAX CRS
UP TO 900 ..... 1
R3 200x45 LVL 13 RAFTER AT 900 MAX CRS UP TO 2100 ..... 2
R4 90x45 MGP12 RAFTER AT 900 MAX CRS UP TO 2700 ..... 3
R5 190x45 MGP12 RAFTER AT 900 MAX CRS EXCLUDING SECONDARY JAMB STUDS*
RB1 250 PFC ROOF BEAM
VB1 89x89x5.0 SHS VERTICAL LINTELS UNO
BRACING WIDTH OF OPENING SIZE
WS1 89x89x5.0 SHS WINDOW SILL UP TO 900 ..... 90x35 MGP 12
901 TO 1500 ..... 140x45 MGP12
1501 TO 2000 ..... 130x42 LVL 15
2001 TO 2600 ..... 190x42 LVL 15
TIE DOWN
M12 TIE RODS TO ALL CORNERS, EACH SIDE OF
OPENINGS AND GENERALLY AT 1800 CRS MAX
REFER BRACING PLANS FOR ADDITIONAL TIE DOWN
LOCATIONS AND DETAILS.
INFORMATION
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
K4, K5 & K6 VILLA ROOF FRAMING PLAN
Drawn By Designed By Approved By
JAL JM JO
Project No. Discipline Scale
[email protected] 20220173 STRUCTURAL As indicated (at A1)
Project Name
37 MARY ST NOOSAVILLE, QLD Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S220 1
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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