column lengths to be determined on site...
TRANSCRIPT
3D View
A
C
. 1
.
B
.
..
3
2
3D View
2
BC A
3
1
Grid 2
C
-500
B A
0
4687
PART CHECK LISTAssembly Name Mark Main part profile Qty.
BR1 1CHS76.2*3.5Bracing
BR2 1CHS76.2*3.5Bracing
BR3 1CHS76.2*3.5Bracing
BR4 1CHS76.2*3.5Bracing
BR5 1CHS76.2*3.5Bracing
BR6 1CHS76.2*3.5Bracing
BR7 1CHS76.2*3.5Bracing
BR8 2CHS76.2*3.5Bracing
BR9 1CHS76.2*3.5Bracing
BR10 1CHS76.2*3.5Bracing
BR11 1CHS76.2*3.5Bracing
CA1 3UC152*152*30Column
CA2 3UC152*152*30Column
CA3 3UC152*152*30Column
FR1 2L50*50*5False Rafter
PA1 1CFLC175*75*20*2.5Purlin
PA2 1CFLC175*75*20*2.5Purlin
PA3 5CFLC175*75*20*2.5Purlin
RA1 1UB203*133*25Rafter
RA2 1UB203*133*25Rafter
RA3 1UB203*133*25Rafter
RHS1 4RHS120*60*3.0Louvre
RHS2 4RHS120*60*3.0Louvre
SA1 1L40*40*5SagAngle
SA2 1L40*40*5SagAngle
SA3 4L40*40*5SagAngle
SA4 4L40*40*5SagAngle
SA5 1L40*40*5SagAngle
SA6 1L40*40*5SagAngle
SA7 1L40*40*5SagAngle
SA8 1L40*40*5SagAngle
SA9 1L40*40*5SagAngle
SA10 1L40*40*5SagAngle
All Quantities Must Be Checked Prior To Loading
WBS
Hur
lingh
am C
anop
y Rev
1
1G [1]
27.07.201528.07.2015Issued
Revised
WILLBERG STEELHURLINGHAM ENTRANCE COVERENTRANCE CANOPY
Fax: 086 579 3950
ScaleDrawn JHL
1:75 1:50
Project Number
150736Drawing Rev
A1 General Arrangement Drawing
Checked by:
Approved by:
Cel : 082 806 7600 JHL
A1
27.07.20151 HL Drawings revised as per engineers drawingsDateRevision DescriptionMarkRev
5 22
5
CA3
PA
3
SA4
BR2
SA8
CA2
1 519
SA7
SA1
RHS1
PA
3
SA6
300
BR7
CA1
SA4
BR3
BR4
PA
3
PA
3
PA
3
RA1
RA3
RA2
PA
1PA
2
RHS2RHS2
RHS2
SA4
SA3
SA2
RHS2
SA3SA3SA3SA5
SA10
SA9
RHS1RHS1RHS1
BR1
BR8
BR6
BR5
SA4
CA2 CA3
CA1
300
1 300
5 22
54
975
4 700 3 250971
4 97
5
250
250
500
4 68
7
CA1 ColumnUC152*152*30
CA2 ColumnUC152*152*30
CA3 ColumnUC152*152*30
RA2 RafterUB203*133*25
PA3 PurlinCFLC175*75*20*2.5
RHS1 LouvreRHS120*60*3.0
500
5 46
050
0
6 03
350
0
6 73
6
Column Lengths to be determined on site