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P2 UNDER-无代写
时间：2023-04-14
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SCALE 1 100
MEMBER SCHEDULE - SERVICE STATION CANOPY
MEMBER MARK SECTION COMMENTS
COLUMNS C3 250 x 9 SHS 65.9 kg/m
RAFTERS R4 310 UB 46.2 2 degrees pitch 46.2 kg/m
RAKING
ANGLE RA1 75 x 6 EA 6.8 kg/m
BRACING BR1 016 ROD 1.58 kg/m
RIGID
TRUSS
FRAMES
TC 150 PFC TOP CHORD 17.7 kg/m
BC 150 PFC BOTTOM CHORD 17.7 kg/m
LC3 150 X 10 EA LACE END CHORD 21.9 kg/m
LC2 75 X 3 SHS LACE CHORD 6.6 kg/m
FLY BRACE FB 65 x 5 EA 4.6 kg/m
PURLINS
PI Z150.15 1200mm SPACING MAX.
P2 Z200.19 1200mm SPACING MAX.
PURLIN
CLEATS
TO PI 150x75x8mm PLATE 2/M12 4.6/S BOLTS PER CONNECTION
TO P2 190x75x8mm PLATE 2/M12 4.6/S BOLTS PER CONNECTION
RIGID FRAMED FASCIA'
TRUSS
-< 250SHS COLUMNS »-
SIDE ELEVATION
SCALE 1 100
3600 3150 3600
THESE DRAWINGS HAVE BEEN
PREPARED FOR ASSESSMENT
PURPOSES ONLY
©BOND UNIVERSITY 2018
NOT FOR CONSTRUCTION
SERVICE STATION CANOPY
MEASUREMENT 2
END ELEVATION
SCALE 1 100 DRAWING No. SSC-01
in
m
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X
175 175
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REFERENCE SECTION A - A
1 50
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* V
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16mm BASE PLATE
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TYPICAL BRACING
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600x250x16
. BR1, END PLATE—
DETAIL 6 no
TYPICAL FLY BRACING / LAP DETAIL
03
-x
THESE DRAWINGS HAVE BEEN
PREPARED FOR ASSESSMENT
PURPOSES ONLY
©BOND UNIVERSITY 2018
NOT FOR CONSTRUCTION
RAFTER R4
ENDPLATE DETAIL 3
1 10
C3 TO R4
DETAIL 4
1.10
SERVICE STATION CANOPY
MEASUREMENT 2
DRAWING No. SSC-02
s
CD
BC
TRUSS 3 (TRUSS 6 SIMILAR)
SCALE 1 50
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SCALE 1 50
260x130x8 CLEAT
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RAFTER TO CONTINUOUS
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PI
RA1 ^2/^12 4.6/S BOLTS
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RAT
DETAIL SECTION D no
PURLINS TO END TRUSS TYPICAL
THESE DRAWINGS HAVE BEEN
PREPARED FOR ASSESSMENT
PURPOSES ONLY
©BOND UNIVERSITY 2018
NOT FOR CONSTRUCTION
SERVICE STATION CANOPY
MEASUREMENT 2
DRAWING No. SSC-04
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P2 UNDER
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10350
ROOF FRAMING PLAN
SCALE 1 100
MEMBER SCHEDULE - SERVICE STATION CANOPY
MEMBER MARK SECTION COMMENTS
COLUMNS C3 250 x 9 SHS 65.9 kg/m
RAFTERS R4 310 UB 46.2 2 degrees pitch 46.2 kg/m
RAKING
ANGLE RA1 75 x 6 EA 6.8 kg/m
BRACING BR1 016 ROD 1.58 kg/m
RIGID
TRUSS
FRAMES
TC 150 PFC TOP CHORD 17.7 kg/m
BC 150 PFC BOTTOM CHORD 17.7 kg/m
LC3 150 X 10 EA LACE END CHORD 21.9 kg/m
LC2 75 X 3 SHS LACE CHORD 6.6 kg/m
FLY BRACE FB 65 x 5 EA 4.6 kg/m
PURLINS
PI Z150.15 1200mm SPACING MAX.
P2 Z200.19 1200mm SPACING MAX.
PURLIN
CLEATS
TO PI 150x75x8mm PLATE 2/M12 4.6/S BOLTS PER CONNECTION
TO P2 190x75x8mm PLATE 2/M12 4.6/S BOLTS PER CONNECTION
RIGID FRAMED FASCIA'
TRUSS
-< 250SHS COLUMNS »-
SIDE ELEVATION
SCALE 1 100
3600 3150 3600
THESE DRAWINGS HAVE BEEN
PREPARED FOR ASSESSMENT
PURPOSES ONLY
©BOND UNIVERSITY 2018
NOT FOR CONSTRUCTION
SERVICE STATION CANOPY
MEASUREMENT 2
END ELEVATION
SCALE 1 100 DRAWING No. SSC-01
in
m
r^-
X
175 175
ir •^1 u" W •*>*
dtt
REFERENCE SECTION A - A
1 50
-8/M16 H.D. BOLTS
* V
$ ¦&
450 x 450
16mm BASE PLATE
150x150x10
CLEAT
BR1
$
R4
«ÿ
COLUMN BASEPLATE
DETAIL 2
1 10
tF -X
130x130x10mm CLEAT
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£± 3Z] BR1 5
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6 CFW
DETAILS no
TYPICAL BRACING
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8/M16 8.8/S BOLTS,
-200x450x10
END PLATE
600x250x16
. BR1, END PLATE—
DETAIL 6 no
TYPICAL FLY BRACING / LAP DETAIL
03
-x
THESE DRAWINGS HAVE BEEN
PREPARED FOR ASSESSMENT
PURPOSES ONLY
©BOND UNIVERSITY 2018
NOT FOR CONSTRUCTION
RAFTER R4
ENDPLATE DETAIL 3
1 10
C3 TO R4
DETAIL 4
1.10
SERVICE STATION CANOPY
MEASUREMENT 2
DRAWING No. SSC-02
s
CD
BC
TRUSS 3 (TRUSS 6 SIMILAR)
SCALE 1 50
TC
I \ RA1 \ 1 / RA1 /
I / r LC2 ' I \ LC2 § RA1 ^ LC21 LC2
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LC3
A V. A A S. A >
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CD
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CO
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150
TRUSS 2 (TRUSSES 1, 4 & 5 SIMILAR)
SCALE 1 50
260x130x8 CLEAT
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END PLATE
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3000
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PLAN DETAIL A i
RAFTER TO TRUSS END
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RAFTER TO CONTINUOUS
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a:
PI
RA1 ^2/^12 4.6/S BOLTS
-190x75x8mm PL CLEAT
RAT
DETAIL SECTION D no
PURLINS TO END TRUSS TYPICAL
THESE DRAWINGS HAVE BEEN
PREPARED FOR ASSESSMENT
PURPOSES ONLY
©BOND UNIVERSITY 2018
NOT FOR CONSTRUCTION
SERVICE STATION CANOPY
MEASUREMENT 2
DRAWING No. SSC-04
