Page 2 - QU-220541 - Concept Logistics

1 2 3 4 5 6 7 8

A A

SPRINKLER HEAD LINE
1029 936 SPRINKLER HEAD LINE

SMALL PALLETS SMALL PALLETS 747
B 747 B
12080 11650 11146 8612 9100 9454

C C
SPRINKLER HEAD LINE
1042 969 SPRINKLER HEAD LINE

12080 11650 11146 8612 9100 9454
D D

E E

F F
381 2600 CE 381
838 838 838 838
2600 CE 9950 3900 CE
9800 3900 CE
800 KG 800 KG 8750
1000 KG 1000 KG 1000 KG 1000 KG 1000 KG 8550 2600 CE 381
8400 381 TB90
1000 KG 1000 KG 1000 KG 8106 2600 CE B150 8550
TB90 838 838
B150 8150 838 838 1400 mm Pallets - 1352 Pcs
1000 KG
1000 KG
7350 1000 KG 1000 KG 1000 KG 1000 KG 1000 KG 7350
G TB90 7100 TB90 G
1000 KG
1000 KG
6750 1000 KG 1000 KG 1000 KG 1000 KG 1000 KG 6750 B150 1200 mm Pallets - 728 Pcs
TB90 6450 TB90
B150 1000 KG 1000 KG 5950 1000 KG 1000 KG 5950 ...........................................
1000 KG 1000 KG 1000 KG 5650
TB90 TB90
1000 KG 1000 KG TB90 1000 KG 1000 KG 1000 KG 4800 1000 KG 1000 KG TB90 1000 KG 1000 KG 4550 B150 1000 KG 1000 KG 4550 Total Additional - 2080 Pcs
5150
5150
FRAME = 9050 1000 KG 1000 KG 3550 FRAME = 9050 B150 1400 9050 1000 KG 1000 KG 3550 1400 FRAME = 9050 TB90 FRAME = 9050 1000 KG 1000 KG 1000 KG 4200 1200 9050 TB90 1200
Total Double Deep Storage 3468
B150
H TB90 FRAME = 7650 TB90 7650 1000 KG 1000 KG 3150 FRAME = 7650 1000 KG 1000 KG 3150 7650 Total Storage Capacity (Pallets) H
TB90
TB90
1000 KG 1000 KG 1000 KG 1000 KG
1950 1950 1000 KG 1000 KG 1750 1000 KG 1000 KG 1750 Rack Type Number of Bays Pallet/Bay Number of Pallets
TB98 TB90
TB98 TB90 M-1400 48 12 576
N-1400 74 10 740
1000 KG 1000 KG 1000 KG 1000 KG 1000 KG 1000 KG 1000 KG 1000 KG
350 350 350 350
TB90 TB90 TB90 TB90 F-1400 4 9 36
O-1200 22 14 308
I M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 I
BAY TYPE M BAY TYPE F BAY TYPE N BAY TYPE O BAY TYPE G BAY TYPE P P-1200 32 12 384
G-1200 3 12 36
Total 183 2080
NO EXPANSION JOINTS HAVE BEEN TAKEN INTO ACCOUNT IN
THE DRAWING, UNLESS OTHERWISE SPECIFIED
J J
EARTHQUAKE SEISMIC DESIGN PARAMETERS
IMPORTANCE LEVELS = 2
HAZARD FACTOR Z <= 0.08 WITH SOIL TYPS Ce OR BETTER
FINAL LAYOUT SUBJECT TO FULL SITE SURVEY DRAWING FOR QUOTATION ONLY Customer:
K CONCEPT LOGISTICS K
THE PROPOSED LAYOUT IS CONCEPTUAL ONLY. IT IS THE DRAWING APPROVAL:
CLIENT RESPONSIBILITY TO ENSURE ALL STATUTORY &
COPYRIGHT
C BUILDING CODE REQUIREMENTS ARE MET. THE PROPOSED VIC
RESERVED
LAYOUT HAS BEEN PROVIDED AS A GUIDE FOR THE CLIENT
T H E D R A W I N G I S PLANNING PURPOSES. IT IS ASSUMED THE EXISTING SURFACE Drawing No.: Rev No.:
P R O T E C T E D B Y 0
COPYRIGHT AND IS THE ONTO WHICH THE INSTALLATION IS TO BE BUILT IS CAPABLE OF QU-220541
PROPERTY OF PREMIER SUPPORTING THE STRUCTURE INCLUDING ITS CONTENTS AND APPROVAL BY (PRINT NAME & SIGNITURE): Sheet No.: 2
R A C K I N G . N O
L PUBLICATION, COPYING STRUCTURALLY ADEQUATE TO TAKE INDUCED LOADS AND L
OR PARTIAL COPYING IS FLOOR FIXING. WE RECOMMEND YOU OBTAIN INDEPENDENT Size: Drawn By: SD Date: 18.05.22
PE RMI T T E D U NLE SS POSITION:__________________________ DATE: __________________________ 0 Variation to supply Double Deep SD 18.05.22 A1
AGREED TO IN WRITING VERIFICATION THAT THE EXISTING STRUCTURE IS CAPABLE OF 1300 724 584
W I T H P R E M I E R SUSTAINING THE LOADS/FORCES. COMMENT: ________________________________________________________________ Rev. Description By Date Chkd Checked: PA Scale:
R A C K I N G . __________________________________________________________________________
1 2 3 4 5 6 7 8