Page 4 - QU213241 Metcash Distribution (VIC)

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7850 B A
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7850 B125 96 J20 A3 108 C/E U80 A3 108 C/E U80 A3 108 C/E U80 B125 B125 B125 B125 B125 B125 96 1
RESERVED
COPYRIGHT
PROPERTY OF PREMIER
Y
R
AGREED TO IN WRITING
COPYRIGHT AND IS THE
OR PARTIAL COPYING IS
O
P E R MI T T E D U N L E S S
S
PUBLICATION, COPYING
.
B125
B125
1
J20
17 OFF
2600
M/D 1000KG UDL
2 OFF
BAY TYPE M1
2800KG UDL
2800KG UDL
2800KG UDL
A3 M/D 1000KG UDL U80 A3 900 U80 A3 M/D 1000KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL 2600
BAY TYPE P
96
J20
2600 C/E
2600 C/E
2600 C/E
300
U80
96
1550
J20
6300
7800
5300
2100
4300
3350
2400
3900
6050
B125
B125
B125
7850
7850 96
SUSTAINING THE LOADS/FORCES.
A3 108 C/E U80 M/D 1000KG UDL A3 108 C/E U80 M/D 1000KG UDL A3 108 C/E U80 M/D 1000KG UDL B125 2800KG UDL B125 2800KG UDL B125 2800KG UDL B125 2800KG UDL B125 2800KG UDL B125 2800KG UDL 2600 2
J20
B125
B125
B125
B125
B125
96
J20
2
61 OFF
2600
54 OFF
BAY TYPE M2
2800KG UDL
2800KG UDL
2800KG UDL
2800KG UDL
2800KG UDL
2600 C/E
2600 C/E
A3
A3
A3
BAY TYPE Q
CLIENT RESPONSIBILITY TO ENSURE ALL STATUTORY &
J20
THE PROPOSED LAYOUT IS CONCEPTUAL ONLY. IT IS THE
2600 C/E
2600 C/E
2600 C/E
2600 C/E
2600 C/E
300
900
U80
U80
STRUCTURALLY ADEQUATE TO TAKE INDUCED LOADS AND
U80
LAYOUT HAS BEEN PROVIDED AS A GUIDE FOR THE CLIENT
96
1550
J20
BUILDING CODE REQUIREMENTS ARE MET. THE PROPOSED
3350
2100
B125
B125
FLOOR FIXING. WE RECOMMEND YOU OBTAIN INDEPENDENT
FINAL LAYOUT SUBJECT TO FULL SITE SURVEY
SUPPORTING THE STRUCTURE INCLUDING ITS CONTENTS AND
PLANNING PURPOSES. IT IS ASSUMED THE EXISTING SURFACE
VERIFICATION THAT THE EXISTING STRUCTURE IS CAPABLE OF
3900
5300
6300
2400
7800
B125
B125
B125
B125
B125
ONTO WHICH THE INSTALLATION IS TO BE BUILT IS CAPABLE OF
7850 B125 2600 C/E 4300 B125 2600 C/E 5300 B125 2600 C/E 6300 B125 2600 C/E 7800 96
7850 A3 108 C/E 1400KG UDL A3 108 C/E 1400KG UDL A3 108 C/E 1400KG UDL 96 J20 A3 108 C/E U80 A3 108 C/E U80 A3 108 C/E U80 B125 B125 B125 B125 B125 B125 96
A3
A3
U80
U80
U80
U80
U80
J20
1381
DRAWING APPROVAL:
8 OFF
15 OFF
108 C/E 1400KG UDL
108 C/E 1400KG UDL
A3
A3
A3
A3
A3
96
J20
M/D 1000KG UDL
BAY TYPE M3
BAY TYPE QH
3
A3 M/D 1000KG UDL U80 A3 900 U80 A3 M/D 1000KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL B125 2600 C/E 2800KG UDL 2600 3
6300
5300
7800
2400
3900
B125
B125
B125
B125
B125
96
J20
300
U80
1550
4300
2100
5300
3350
6300
7800
POSITION:__________________________
APPROVAL BY (PRINT NAME & SIGNITURE):
7850
7850 J20 A3 108 C/E U80 A3 108 C/E U80 A3 108 C/E U80 B125 B125 B125 B125 B125 B125 96
600 600 600 600 600 600 800 800 800 800 800 838 11 OFF BAY TYPE M4 M/D 1000KG UDL M/D 1000KG UDL M/D 1000KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2600
DRAWING FOR QUOTATION ONLY
163 J20 U80 A3 300 U80 A3 900 U80 A3 1550 2600 C/E 2600 C/E 2600 C/E 2600 C/E 2600 C/E 2600 C/E 96
__________________________________________________________________________
DATE: __________________________
COMMENT: ________________________________________________________________
3350
2100
B125
B125
0
4
A
B
PERISHABLES
Rev.
FRAME ELEVATIONS
7850 B125 4300 B125 5300 B125 6300 B125 7800 4
430
2106
A3 108 C/E U80 A3 108 C/E U80 B125 B125 B125 B125 B125 B125 96
J20
Description
2499
7699 9 OFF BAY TYPE M5 M/D 1000KG UDL M/D 1000KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2600
UPDATED DIMENSIONS
ORIGINAL FOR DISCUSSION
9650 J20 A3 A3 2600 C/E 2600 C/E 2600 C/E 2600 C/E 2600 C/E 2600 C/E 96
UPDATED BAY PROFILES & COUNTS
600 600 600 600 600 800 800 800 800 800 800 800 800 838 U80 400 U80 1250 B125 2100 B125 3350 B125 4300 B125 5300 B125 6300 B125 7800
163
7850 B125 B125 B125 B125 96 5
5
A3
A3
B125
U80
U80
B125
J20
108 C/E
108 C/E
RS
RS
RS
By
Date
14.07.22
11.01.22
06.07.22
16 OFF
430
2106
RR
RR
RR
Chkd
BAY TYPE M6
A3 M/D 1000KG UDL A3 M/D 1000KG UDL 2600 C/E 2800KG UDL 2600 C/E 2800KG UDL 2600 C/E 2800KG UDL 2600 C/E 2800KG UDL 2600 C/E 2800KG UDL 2600 C/E 2800KG UDL 2600
96
2499 U80 400 U80 1250
J20
9549 B125 2100 B125 3350 B125 4300 B125 5300 B125 6300 B125 7800
11450 J20 B125 7850 B125 B125 96
AMBIENT
B125
FRAME ELEVATIONS
6
600 600 600 600 600 600 600 600 800 800 800 800 800 800 800 800 838 6
163 415 OFF BAY TYPE N J20 2600 C/E 2800KG UDL 2600 C/E 2800KG UDL 2600 C/E 2800KG UDL 2600 C/E 2800KG UDL 2600
96
2100
3900
B125
B125
1300 724 584
430
2106
7850 B125 5700 B125 7500
2499 J20 B125 B125 B125 B125 B125 96
11299 918 OFF BAY TYPE O2 2800KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2800KG UDL 2600 7
7
Size:
Customer:
2600 C/E
2600 C/E
2600 C/E
Drawing No.:
A1
J20
1450
3900
7500
2400
B125
B125
B125
Checked:
Drawn By:
7850 B125 2600 C/E 2600 C/E B125 5700 B B125 2600 C/E 2600 C/E B125 2800KG UDL 96 A 8
B125
B125
B125
96
RS
RR
J20
Q213242
2600
34 OFF
2800KG UDL
2800KG UDL
2800KG UDL
2800KG UDL
Date:
Scale:
Rev No.:
BAY TYPE OR
Sheet No.:
2600 C/E
2600 C/E
2600 C/E
96
8
J20
2400
3900
7500
1450
5700
B125
B125
B125
B125
B125
5
B
DNS
BAY PROFILES 8.5M & FRAMES
11.01.22
PROJECT ARROW (4407_A990_P5)
METCASH DC (VH170622)
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