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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 29, section 1. The text section number identifies this passage in the reader.
120x45 MGP12 NAILING PLATE FIXED TO TOP OF
WALL AND COLUMN WITH M12 CHEMICAL
ANCHORS 150 MIN EMBEDMENT AT 900 MAX CRS
2
SC
RB2 L L
2
SC
R1 R2
WH2
R3 R5
L
L L
KRC
S135
KRB
S135 PP2
PP3
200
PP1 PP2 KRD
S135
PP1 PP2
200
PP2
STEP
L
WH2
PROVIDE STUD WALLS AT 900 CRS
TO ALLOW ROOF BATTENS TO
CONTINUE ABOVE CONCRETE SLAB 300
MIN
KRA R1 R2
S135
2
SC
RB2
2
STUD WALLS
SC
PLATES
BTM PLATE ..... 90x45 MGP12
TOP PLATE ..... 2/90x35 MGP12
120x45 MGP12 NAILING PLATE FIXED TO TOP OF
STUDS UNO
WALL AND COLUMN WITH M12 CHEMICAL
ANCHORS 150 MIN EMBEDMENT AT 900 MAX CRS 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
K1, K2 & K3 VILLA ROOF FRAMING PLAN JAMB STUDS AT SIDES OF OPENINGS*
SCALE 1 : 50
WIDTH OF OPENING No. OF STUDS
UP TO 900 ..... 1
UP TO 2100 ..... 2
LEGEND: SCHEDULE OF CONCRETE ELEMENTS SCHEDULE OF FRAMING ELEMENTS UP TO 2700 ..... 3
......... BLOCKWORK OVER SLABS STEEL COLUMNS EXCLUDING SECONDARY JAMB STUDS*
CONCRETE COLUMN / WALL OVER THICKNESS REMARKS MARK SIZE DESCRIPTION COMMENTS LINTELS UNO
.........
200 REFER REINFORCEMENT PLANS SC1 89x89x5.0 SHS STEEL COLUMN WIDTH OF OPENING SIZE
......... LOAD BEARING ELEMENT UNDER
300 REFER REINFORCEMENT PLANS SC2 89x89x3.5 SHS STEEL COLUMN UP TO 900 ..... 90x35 MGP 12
THK ......... DENOTES SLAB THICKNESS 901 TO 1500 ..... 140x45 MGP12
STEEL FRAMING 1501 TO 2000 ..... 130x42 LVL 15
STEP 2001 TO 2600 ..... 190x42 LVL 15
......... DENOTES SLAB STEP
MARK SIZE DESCRIPTION COMMENTS
PP1 300x45 LVL 13 POLE PLATE FIXED TO WALL WITH M16 CHEMICAL ANCHORS AT 900 MAX CRS
BCJ ......... DENOTES BLOCKWORK TIE DOWN
CONTROL JOINT PP2 140x45 MGP12 POLE PLATE FIXED TO WALL WITH M16 CHEMICAL ANCHORS AT 900 MAX CRS
PP3 200x45 LVL 13 POLE PLATE FIXED TO WALL WITH M16 CHEMICAL ANCHORS AT 900 MAX CRS M12 TIE RODS TO ALL CORNERS, EACH SIDE OF
OPENINGS AND GENERALLY AT 1800 CRS MAX
R1 300x45 LVL 13 RAFTER AT 900 MAX CRS
REFER BRACING PLANS FOR ADDITIONAL TIE DOWN
R2 140x45 MGP12 RAFTER AT 900 MAX CRS LOCATIONS AND DETAILS.
R3 200x45 LVL 13 RAFTER AT 900 MAX CRS
R5 190x45 MGP12 RAFTER AT 900 MAX CRS
RB2 180 PFC ROOF BEAM
500mm 0 500 1000 1500 2000
WH2 200 PFC WALL HEAD
INFORMATION
1 :50
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
K1, K2 & K3 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 S130 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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