HomeMy WebLinkAbout31700 GRAPE ST_ 207744 "--,#
44"
I,–
44"
144"
Side View 9.5"
USE AT-EXTREME
ENDS.ONLY
144"
RAME EXTENDS
AT END OF ROWS —
24"
144"
88"
f
5 RID- U. -RAK.4
K
v
120"
K) RID- U -RAK.S
X-44" -96'r— _71iY 96" - -*
40"
3
5"
K
32"
P " K 4I " F I
Front View " Side View 9.5
K K
TYPICAL MQV_ABLE_.STORAGE_RACKIJLEVATION
i
RID- U-RAK_ 6
II K
96" .m- -96 =—
nom-
I
44"
36"
i
52"
44"
36" B
e- t120"
52"
40"
40"
K
Side View 9 5.. 8 Flont View
K TYPICAL_MOVABLE. STORAGE RACK ELEVA'CIQN
RD- AAK_I RID -U -RAK 2
Side View 9,51,
W
TYPICAL STATIONARY STORAGE RACK E` -VATION
RID.:!l7RAK_3
96' .,r
7r-44' -7r
Front View
alus v1ew 9,5"
52"
K
120"
52"
K
Side View 9.5"
NOTES,
1. STORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
2. STORAGE CAPACIi Y: 1250,/ PER LEVEL
3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING
THE DESIGN CAPACITY OF THE RACK USING A PERMANENT
PLAQUE NOT LESS THAN 50 SQUARE INCHES
4. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50
6. ANCHORS HILTI KWIK BOLT 11 OR APPROVED EQUAL
1/2" DIA X 2 -1/4" MIN. EMBEDMENT
7. CONCRETE. 4" THICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
9. ® DENOTES LAST LETTER TO DRAWNG 93 -328K
vOQttOfE
Q
INC.
MAIEnIALHANDUNG
ENGINEERING
14160.1 Live Oak Avenue
Y" EST, 1985 Baldwin Park, California 91708
TeL (818) 982 -1182 • Fax (818) 982 -1279
7*
CALIFORNIA
SCALE DRAWN G. CONIRACTORS NONE G.L.
7 LICENSE DATE APir10VEDBV
CIS N0.432725 6/10/94 SALE. FATEEIJ
DESCANnION
STORAGE RACK ELEVATIONS (RIDO -U -RAK TYPE)
ADDRESS DRAWING NUMBER
WAL -MART #2077 94 -362J
31700 GRAPE ST. LAKE ELSINORE, CA 92530
a
ry•
b !
t
t.
E.
MOVABLE UNITS
LOCK PIN
ATTACH-BASE PLATE TO.
MOYWILE.BASE.WLI-Ek.
31B_'_OBOLi t /8" 2" TYP.
STATIONARY
UNIT
Nl
4"
GLIVERAILANCHORED TO
ELO 0 R / 311 157 0-TA P. CON S 2
11 GA.
W.
ON2.4-"-CENTERS
7 5TUBINGTYP.
3
26 A
MOVING CARRIAGE ASSEMBLY GUIDE-RAIL GENERAL-CONFIGURATION
VIEW'B -'
TYPICAL REAM. TO COLUMN CONNECTION
2 1/2"
718"
NOTES:
T-111 3
d
t. STORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
TYP. 21' 2. STORAGE CAPACITY: 1260# PER LEVEL
8 S. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING
THE DESIGN CAPACITY OF THE RACK USING A PERMANENT
TYP 1 PLAQUE NOT LESS THAN 50 SQUARE INCHES
MIN.
4. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50
2- 6 1/2" 1
I 6 1/2'
6. ANCHORS HILTI KWIK BOLT 11 OR APPROVED EQUAL
112"DIA X 2-1/4" MIN. EMBEDMENT
1/8' 4-1 q TYP. 7. CONCRETE 41"THICK x 2000 PSI
8. SOIL BEARING PRESSURE 10W PSF
14 Oa.
5IiL 3
2 118" 7 CIA -ff
OVIEW
BEAM O CONNECTOR
A'
TYPICALBRACIN-G-TO-COLUMN.CONNECI'I.UN 06 CONNECTOR
TYP. >-11-r--V-37
5.
3 1/4"
2 1/4"
3" -
T
MIN, EMEIDMNT
2 1/4" Fl4ga
3-3/4" 112"
fE
99m& MATERIAL HANDLING
ENGINEERING
14GA I RFQ'PER 14180-1 Live Oak Avenue
7(—
1/4" THK.
11
BASEPLATE
ON STATIONARY Uj m
a
EST. 1985 Baldwin Park, California 91T06
Tel. 11518) 111112-1162 - Fax (818) 902-1279
11/16"
41
J
05/81,
2 REq)
1/2
2 7/8"
SCALE DRAM BY
CALIFORNiA
CONTRACTORS NONE G.L.
LICENSE DATE APPFX)VED BY
NO. 432725 6/10/94 1 SALF-FATEEN
TYP. >—
DESCRIPTION IS CEMASTER BASESTORAGERAMMOVABLEBASEDETAILS1/8. 8- 3/4" RI,
O COLUMN @ BASE PLATE DIAGONAL & HORIZONTAL BRACE ANCHOR ICB.O #46270
ADDRESS
WAL-MART #2077
DRAWN0 NumsEn
1 1 94-362 K131700GRAPEST. LAKE ELSINOnE,CA 92530