HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (30)A
t
t.
m
X32 ",36" & 48" --Y 32 11,36" & 48"
FRONT VIEW SIDE VIEW 6 "
r X32 ",36" & 48" 4
FRONT VIEW. SIDE VIEW 6"
k -48 "— *- 32 ".36" & 48" -Ae
X- 32 ",36" & 48"
1
L
I
lL
17"
le
17"
ol
FRONT VIEW SIDE VIEW 6"
TYPICAL GONDOLAELEV_ATIONS
r 48 " —* - 32 ",36" & 48"
X 48" * k- 32 ",36" & 48" -*
FRONT VIEW SIDE VIEW 6 "
Pr 48" * r- 32 ",36" & 48" -
FRONT VIEW SIDE VIEW 6"" FRONT VIEW SIDE VIEW 6" FRONT VIEW SIDE VIEW 6"
TYPICAL _GON.DOLA.ELEVATIOUS
FRONT VIEW SIDE VIEW b"
7{'- 32 ",36" & 48"
111.
1
96"
7f
FR014T VIEW SIDE VII:W 6"
48 "---* *- 32 ",36" & 48" -*
15"
15"
84" 15"
FRONT VIEW SIDE VIEW 6"
N
N
1
i
r,
i
F
a..
6
9
s:;.e:. r...Ga.... '. :. rs. ru.+._. w....':. w: c. a. lrav: crc:. k. x.' .: r z.. ..a-a:rxsrv'v."ac'yo su'ir«:: iii+:•' i,- ucw: wn';. r• wnvu-, I: w: a sa=+ ab:•.: Y- vouv,/ Gpia' aF+ ?iYi41Xi14X.l:n7l/:, ".:.Mr+f •.• /y y.,. It lfk" 4 fii66Wdr ,(E.awwro..i6i+.{`NA i i • LJY_: Ili: 1lW/[' a” M ifRN9l tipi6Y p YJ1yM f lt"ff 1VN::.,CNIFJN ".
t
M1
Y
71py
CY{ti}..4yy'.
r
R
Fi 1'
t frj
YP.
I YP.
VIEW 'A'
TYPICAL BRACING 10 COLUMN CONNECTION
06 CONNECTOR (10 GA)
TYP. ;"
I
1000LUMN C JBASEPLA'h. 3 /8 "THIK )
s
ATTACH W/
1/4 -20X 1/2
HEX HD CAP SCREWS
A) 711
I ati
0
9
C AIIACH W/
0 1/4 -20 X 1/7.
0 1IEX HD CAP SCREWS
VIEW 'C'
YPICA.L COLUMN TO GOIJUOLA CONNECTION
3- 1/32" - - -f
5116" x 1 / "t" SLO1S
I
4- 17/32" -- —
1-3/4" 3/8" I YP.
76 STORAGE RACK lT) GONDOI A SIIFIVii4G C(,i4NEC1OR (7 GA)
1 -3/ —
3/8"
4- 17/32" -- TYP.
X —
3 -1/32" --- i
I
2'
5/16"0 HOLES
7A) Sl'ORAGE RACK 10 GONDOLA SHELVING CONNECIOR (7 GA)
03DIAGONAL BRACE —
D— 3 1/4'
MIN. EMBUMN f
2 REQ'D PER A&FE PLATE
O ANCHOR ICBO #4627
GENERAL CONFI(;URAI ION
SINGLE ROWS SHOWN
5/16" 0 HOLES
v l I j" .375"
VV1 „
4
4.218" - 21/32"
1-1/2" I-
BRACKE1 (12 GA)
5/16 °x 1 12,
i /2" I -, ' 817/32 "--f
SLOT
2"
10 -9/16"
tl 112"
1-3/4"
3/8" TYP.
OSTORAGE. RACK 10 GONDOLA SHELVING CONNECTOR (7 GA)
V-1 4/-
1 3/4 "-
1 /8 I
4'
3" 1 I
1
1 J
16 GA.- -
I
I I
I 1 6
11
0BEAM or. GA.)
1`,1x101 V 11.4 WAS pp0l um I m
TkN BlW. AND 110811' COMPL M
bBAWLAGI3 AYAILJIB)LS AT
T 0P WILPI
V;EW 'B'
TYPICAL BEAM TO COLUMN CONNECTION
X 48" & 93" —i - )'- 18 "-71!
i
23"
4 23"
17"
36
1(18" 44"
56"
36,
18°
24"
I Front View
6"
Side View i„
TYPICAL STORAGE RACK ELEVA-I IONS
NOTES:
1. STORAGE RACK DESIGNED PER SECTION 2336
OF 1 HE 1991 UBC.
2. STORAGE CAPACITY. 10011 PER LEVEL
3. POST LOAD SIGNS Al CONSPICUOUS LOCAI IONS DEPICTING
THE DESIGN CAPACITY OF f I IE RACK USING A PERMANENT
PLAQUE NOT LESS THAN 50 SQUARE INCHFS
4 ASTM A570 FOR SHAPE F-y = 46,000 PSI GRADE 46
5. ALL BOLTS A307 (UNLESS NOTED)
6. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL
1/2 "DIA. x 2 -1 /4" MIN EMBEDMENT
7. CONCRE I E 4" TI IICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
MAIE IIAL HANDLING
F
INC.
ENGINEERING
r c,
14180.1 Live Oak Avenue
EST. 1985 FInIdwIIl Pork, California 917';u
r*i lei. (919) 962 -1162 • Fax (816j 962 -1279
97 ;V --
SCALE I iJ7AWN B -- Y - --
Q
CAL IIORNIA NONE G.L.
CON 1 f'AC I Ui1S ApprgVED BYOQLICENSEDATE
SALE.FAIECN140.432725 6/ 11194
DESCRIPnal STGIIAGE nACK DETAILS (SYNDICATE SLOTTED TYPE)
DRAWING NUMBER
ADDRESS
WAL -MART #2077 94 -362 F
31700 GRAPE ST. LAKE ELSINOR6, CA 92530 ,
14
i
1/2" 1
j 14(;A
3
9/16,10
i — Tly
3/4" i
3/4" TYP.
1000LUMN C JBASEPLA'h. 3 /8 "THIK )
s
ATTACH W/
1/4 -20X 1/2
HEX HD CAP SCREWS
A) 711
I ati
0
9
C AIIACH W/
0 1/4 -20 X 1/7.
0 1IEX HD CAP SCREWS
VIEW 'C'
YPICA.L COLUMN TO GOIJUOLA CONNECTION
3- 1/32" - - -f
5116" x 1 / "t" SLO1S
I
4- 17/32" -- —
1-3/4" 3/8" I YP.
76 STORAGE RACK lT) GONDOI A SIIFIVii4G C(,i4NEC1OR (7 GA)
1 -3/ —
3/8"
4- 17/32" -- TYP.
X —
3 -1/32" --- i
I
2'
5/16"0 HOLES
7A) Sl'ORAGE RACK 10 GONDOLA SHELVING CONNECIOR (7 GA)
03DIAGONAL BRACE —
D— 3 1/4'
MIN. EMBUMN f
2 REQ'D PER A&FE PLATE
O ANCHOR ICBO #4627
GENERAL CONFI(;URAI ION
SINGLE ROWS SHOWN
5/16" 0 HOLES
v l I j" .375"
VV1 „
4
4.218" - 21/32"
1-1/2" I-
BRACKE1 (12 GA)
5/16 °x 1 12,
i /2" I -, ' 817/32 "--f
SLOT
2"
10 -9/16"
tl 112"
1-3/4"
3/8" TYP.
OSTORAGE. RACK 10 GONDOLA SHELVING CONNECTOR (7 GA)
V-1 4/-
1 3/4 "-
1 /8 I
4'
3" 1 I
1
1 J
16 GA.- -
I
I I
I 1 6
11
0BEAM or. GA.)
1`,1x101 V 11.4 WAS pp0l um I m
TkN BlW. AND 110811' COMPL M
bBAWLAGI3 AYAILJIB)LS AT
T 0P WILPI
V;EW 'B'
TYPICAL BEAM TO COLUMN CONNECTION
X 48" & 93" —i - )'- 18 "-71!
i
23"
4 23"
17"
36
1(18" 44"
56"
36,
18°
24"
I Front View
6"
Side View i„
TYPICAL STORAGE RACK ELEVA-I IONS
NOTES:
1. STORAGE RACK DESIGNED PER SECTION 2336
OF 1 HE 1991 UBC.
2. STORAGE CAPACITY. 10011 PER LEVEL
3. POST LOAD SIGNS Al CONSPICUOUS LOCAI IONS DEPICTING
THE DESIGN CAPACITY OF f I IE RACK USING A PERMANENT
PLAQUE NOT LESS THAN 50 SQUARE INCHFS
4 ASTM A570 FOR SHAPE F-y = 46,000 PSI GRADE 46
5. ALL BOLTS A307 (UNLESS NOTED)
6. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL
1/2 "DIA. x 2 -1 /4" MIN EMBEDMENT
7. CONCRE I E 4" TI IICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
MAIE IIAL HANDLING
F
INC.
ENGINEERING
r c,
14180.1 Live Oak Avenue
EST. 1985 FInIdwIIl Pork, California 917';u
r*i lei. (919) 962 -1162 • Fax (816j 962 -1279
97 ;V --
SCALE I iJ7AWN B -- Y - --
Q
CAL IIORNIA NONE G.L.
CON 1 f'AC I Ui1S ApprgVED BYOQLICENSEDATE
SALE.FAIECN140.432725 6/ 11194
DESCRIPnal STGIIAGE nACK DETAILS (SYNDICATE SLOTTED TYPE)
DRAWING NUMBER
ADDRESS
WAL -MART #2077 94 -362 F
31700 GRAPE ST. LAKE ELSINOR6, CA 92530 ,
14
i
III 1
1aOP
III
1 1 I tir'
I
3
I
1
1
III
r
1
v.
YP.
VIEW "A"
TYPICAL. BRACING TO COLUMN CONNECTION
CONNECTOR (10 GA)
i ,, ..; v.:.w. .. , . `, r:P" 7° .rlf . _ _ .. .... ex t1 t,, .p X•"'*M1 ..'r!3 Q,.
1
q Ui'E 5 Amse MATERIAL HANDLING
ENGINEERING
7B7A
INC. 14180-1 LIVe Oak Avenue
n,
ati
rfl T91. (818) 962 -1162 • Fax (818) r182 -1279
r /97
BCALE
CONIRAC10R4
ONE
LICENSE DALE
tCALIFORNIA
PPRD'JEDB
NO.432725 6/10/94 SAL. E. FATEEN
0
DESCRIPTION TOO RACK DETAILS (DARL11413TYPE)~
AWRESS • •• ._
4 DRAWMG NUMBER
9
ATTACH W/
14.20 X 12
HEX-HD-CAP.
SCOEWS
OF
ATTACH W/
114:20 X112
HEXHO.CAP._
SCREWS
VIEW 'B' VIEW 'C'
IBO.RACK TO SNELVING.CONNECTIONS_
3- 1/32" _f 5110". X.119".SLOTS
I L
417/32"
yI 112"
1
1.314"
3!8" TYP. 7
78 TOO RACK TO GONDOLA SHELVINaCONNECTOR.(7 GA)
1/2"
4.17132" TYP.
1132"
I
It2""
A-- 511.6 "0. HOLES
7A I'OO RACK TO..GONDOLA.SHELVING CONNECTOR.(7 GA)
1
TYP. >10 1 112"
y 3tt —
14GA
11'2
3'
I I 9116"o
314" t 2
314" TYP.
oicoLUMN IJBASE PLATE (1/8 "THCK.)
GENERAL CONFIGUnM'ION
51t6 "0.HOLES
e- BRACKET (12 GA)
ill" • _ _817!32 " . SLOTS
4.
10- 9118 " - -xy' I 112"
318" TYP.
OTOO RACK TO GONDOLA SHELVING CONNECTOR (7 GA)
@40RIZONTAL ANU DIAGONAL BRACE
3114"
2114"- -
MIN. r BDMNT
1 REQ'U PER BASE PLATE
1/2"
40 ANCHOR ICOO #4627
21 /2"
TYP. I — 13/4 " -
1/8" jl
oF 41
3/4"
1
i I
1 I
J
074/.084 -
vv
1
VIEW 'D'
TYPICAL BEAM TO. COWMN CONNECTION
N0.93:341A )
FOELGQNDOLA
SHELVIOG
DETAILS
1 I
1 I5 rl
OBEAM (16GA,)
FRONT VIEW SIDE VIEW
TYPICAL TBO. RACK ELEVATIONS
NOTES:
1. STORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
2. STORAGE CAPACITY: 10000 PER LEVEL
3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICI ING
THE DESIGN CAPACI I'Y OF THE RACK USING A PERMANENT
PLAQUE NOT LESS THAN 50 SnUARE INCHES
4. ASTM A570 FOR SHAPE Fy = 38,000 PSI GRADE 36
5. ALL BOLTS A307 (UNLESS NOTED)
6. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL
ICBO 114627, LARK 24946
7. CONCRETE 4" THICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
w
r'.
i#'iOiMMH/.JW1[FY+W,J ' fIfW4'bWs- _IIwAO"IdVIYM Wi .JIO,+? iii 'AY M.X 4w]I...N k..:7 1M100 Li JI'iyC: dl6M i 71l tAgL.iuF
r.'W1'.C4:.LK ."i ".'aww+.MVt»v..+Nr.a•w•i.... p 9 /Ik.f01i;{ML/..4ilVG +RN Mh. •. ... .. '.. "
q Ui'E 5 Amse MATERIAL HANDLING
ENGINEERING
INC. 14180-1 LIVe Oak Avenue
n,
EST, 1985 BalduniR Park, CallloruU 91708
rfl T91. (818) 962 -1162 • Fax (818) r182 -1279
r /97
BCALE
CONIRAC10R4
ONE
LICENSE DALE
tCALIFORNIA
PPRD'JEDB
NO.432725 6/10/94 SAL. E. FATEEN
DESCRIPTION TOO RACK DETAILS (DARL11413TYPE)~
AWRESS • •• ._
4 DRAWMG NUMBER
WAL -MART #2077 94-362 D
31700 GRAPE ST. LAKE ELSINORE, CA 92530
w
r'.
i#'iOiMMH/.JW1[FY+W,J ' fIfW4'bWs- _IIwAO"IdVIYM Wi .JIO,+? iii 'AY M.X 4w]I...N k..:7 1M100 Li JI'iyC: dl6M i 71l tAgL.iuF
r.'W1'.C4:.LK ."i ".'aww+.MVt»v..+Nr.a•w•i.... p 9 /Ik.f01i;{ML/..4ilVG +RN Mh. •. ... .. '.. "
E
I YP.
TYP.
VIEW 'A'
TYPICAL BRACING TO COLUMN CONNECTION
0 CONNECTOR (lo GA)
T-4 "P. 1/8"
2"
1.10A
3" I I _
9/16„ 0
3/4" -- 3/4" - I 2
L—3/4" IYP.
4" -
01COLL-`N 20 BASE PLATE (3/8" 111K)
of
AlFACH W/
1/4-20 X-1/2
HEX HD CAP SCREWS
A )
on
4
0
0
90 y
A I ACI1 W/
Il 1/4 -20X I/2
aI HEX HD CAP SCREWS
VIEW 'C'
TYPICAL COLUMN -10 GONDOLA CONNECTION
3- 1/32" --r
5/16 ".i( 1/2" SLOTS
1/
7
4- 17/32" — -
1 -3/4"
3/8" TYP.
76 ;IORAGE RACK TO GONDOLA SHELVING CON14FC[Olt (7 GA) —_
1 -3/4" I
1"
3/8"
4- 17/32" -- TYP.
3- 1/32" -- - --:'
1/2"
5/16"0 HOLES
7A STORAGE RACK 10 GONDOLA SHELVING CONNECIOR (7 GA)
SIL
1Gp
O3 DIAGONAL BRACE
31/4' .
MIN. EMBDMNF
N[ E E
1/2"
1. REf4'D PER 13A SE PLA I E
G ANCHORICBO #4627
GENERAL CONFIGURA1ION
SINGLE ROWS SHOWN
5"
5/16." O.HOLES
I I 1 5"
G
4.218" G
t--
1 -1/2"
21/32"
0J BRACKET (12 GA)
5/1.6" X 112" Ae
112" ,= 817/32 " -- SLOTS
t -ts7 — - - -- —
11
10 -9/16"
t 1/2_"
3/8" 1 Y
OSTORAGE RACK 10 GONDOLA SHELVING CONNECIOR (7 GA)
21/2 " -
1 /8 V1 1— 4 I YP. 1 3/4"
3/4" I
31u
1E
y
t
t
1 I
I I
4
J
C5) BEAM (16GA)
VIEW 'B'
TYPICAL BEAM TO COLUMN CONNECTION
28' ,j' T
7
213" 41"
28' _ \
12(1" 19"
56" -
28'
43"
31 24" II
Front View Side View
6
TYPICAL STORAGE RACK ELEVA -I IONS
NOTES:
I. S1 ORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
2. STORAGE CAPACITY: 10000 PEFI ! -EVEL
3. POST LOAD SIGNS AT CONSPICUOUS 1.00ATIONS DEPICTING
T1 1E DESIGN CAPACITY OF 11 IE RACK USING A PERMANENT
PLAQUE NOT LESS THAN 50 SQUARE INCHES
4. ASTM A570 FOR SHAPE Fy = 48,000 PSI GRADE 46
5, ALL BOLTS A307 (UNLESS NOI ED)
6. ANCHORS HILTI KWIK BOLT II OR APPROVED EOUAL
112 "DIA. x 2 -1/4" MIN. EMBEDMENT
7. CONCRETE 4" 11 !!CK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
1/8" 174' EIZMIC MAIERIALHANDLING
ENGINEERING
t 14180.1 Live Onk Avenue
EST. 1985 Baldwin Palk, California 91706
Tal. (818) 962 -1162 • Fax (818) 962 -1279
SCALE DRANrt BY
CALIFORNIACONIRACIOR, NONE G.L. —
DATE APPftpVED PVLICE14SE
NO. 432725 6/10/94 SAL E. FAII EEN
DEBCRIPIUrd
510RAGE RACK DETAILS (SYNDICA'IE SLOTTED TYPE)
1
ADDHE'7S
WAL -MART #2077
HAWING N41MBEn
94 -362 G31700GRAPEST. LAKE ELSINORE. CA 92530
A:
T
r mrl r Arlo err aor>1
1'atPWI1108 AVAILABLA AT THE
Jr
T21R 0]9 YII IE
A
I{
f
I
75"
Z
75 1/4"
rl ".x 1" x 16 GA. TUBE
15° T-
5-311/32" 11 GA.
ATTACH TO-UPRIGHTS -W/(4) EA.
318." 0 BOLT
0- 7'.. BRACE
1 ".X2 -1/4
alga. TL
RACK.FRAME BRACKET
rR. CORNERS
G>CYCLE RACK FRAME ASSEMBLY
0@UPRIGHT FRAME
16 ga 1"
1"
hl
a
110 )SHELF BRACKET
r" "INMEO"E
IM. BOTH ENDS
I12 x24/32. x
X14" 16GAx12"LOL
@SHELF FRAME ASSEMBLY
ATTACH TO UPRIGHTS W /(4)EA.
10xl..PH..HD. SCREW
4 CORNERS
1.'_X 1 "- L.1.i..GAL
O BASE. FRAME ASSEMBLY
ATTACH TO UPRIGHT FRAME
W /(2). 3/8'.'.0 BOLTS
PER.ANCHOR.PLATE
2-
sit:
D ANCHOR PLA1 E
4"
0 WIRE
ATTA01 W /. #10- 24x3/4
PRBINDER.H.D..SCREW
3).RE(T.D
@BIKE RACK.-CHANNEL
ti
g1.
9
ERONT_VIEW
8
GENERAL COINFIGURATION
43.
I *BACK VIEW SIDE B SIDED)
3 4
SIDE. VIEW_SINGLE.SIDED)
SEE Sl%i.E SIDED. ELEVA MR FRONT VIEW
TWICALBICICLE RACK.ELEVATIONS
NOTES:
1, STORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
2. STORAGE CAPACITY: 2501 PER LEVEL
2 1/4" 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING
THE DESIGN CAPACITY OF THE RACK USING A PERMANENT
1 112" PLAQUE NOT LESS THAN 50 SQUARE INCHES
MIN, MBDMNT 4. ASTM A570 FOR SHAPE Fy = 48,000 PEA GRADE 48
6. ANCHCRS HILTI KWIK BOLT II OR APPROVED EQUAL
1/4" DIA X 2" MIN. EMBEDMENT
PSI7.
LES 8. SOIL BE RANG PRESSURE 000 PSF
1/4"
2 REQ'D PER BASE PLATE
O ANC14OR_ICBU_ #.4627
5)HORIZON'rAL BRACE
Q¢UI MA IERIAL HANDLING
f 9 ENGINEERING
INC.
14180.1 Live Onk Avenue
EST. 1985 BekWn Park, Calllorrl!a 91708
Tel. (816) 962.1162 - Fox (818) 962 -1279
CALIFORNIA
SCALE EAPPROVED
BY
CONTRACTORS NONL• G.L.
AUF Np A 2$25
DATE
6/10/94
BY
L E. FATEEN
DESCRIPTION
BICYCLE RACK DETAILS
ADDRE88
DRAVMO NUMBER
WAL -MART 12077 94-362 E
31700 GRAPE ST. LAKE ELSINORE, CA 92530
r9.
f ,
w
1
Y
roll.
lF xfriTr,
TYP.
P. X-? 3/4! x
11GA TUBE-
r—t-2 7/8"
ATTACH TO-UPRIGHTS -W/(4) EA.
318." 0 BOLT
0- 7'.. BRACE
1 ".X2 -1/4
alga. TL
RACK.FRAME BRACKET
rR. CORNERS
G>CYCLE RACK FRAME ASSEMBLY
0@UPRIGHT FRAME
16 ga 1"
1"
hl
a
110 )SHELF BRACKET
r" "INMEO"E
IM. BOTH ENDS
I12 x24/32. x
X14" 16GAx12"LOL
@SHELF FRAME ASSEMBLY
ATTACH TO UPRIGHTS W /(4)EA.
10xl..PH..HD. SCREW
4 CORNERS
1.'_X 1 "- L.1.i..GAL
O BASE. FRAME ASSEMBLY
ATTACH TO UPRIGHT FRAME
W /(2). 3/8'.'.0 BOLTS
PER.ANCHOR.PLATE
2-
sit:
D ANCHOR PLA1 E
4"
0 WIRE
ATTA01 W /. #10- 24x3/4
PRBINDER.H.D..SCREW
3).RE(T.D
@BIKE RACK.-CHANNEL
ti
g1.
9
ERONT_VIEW
8
GENERAL COINFIGURATION
43.
I *BACK VIEW SIDE B SIDED)
3 4
SIDE. VIEW_SINGLE.SIDED)
SEE Sl%i.E SIDED. ELEVA MR FRONT VIEW
TWICALBICICLE RACK.ELEVATIONS
NOTES:
1, STORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
2. STORAGE CAPACITY: 2501 PER LEVEL
2 1/4" 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING
THE DESIGN CAPACITY OF THE RACK USING A PERMANENT
1 112" PLAQUE NOT LESS THAN 50 SQUARE INCHES
MIN, MBDMNT 4. ASTM A570 FOR SHAPE Fy = 48,000 PEA GRADE 48
6. ANCHCRS HILTI KWIK BOLT II OR APPROVED EQUAL
1/4" DIA X 2" MIN. EMBEDMENT
PSI7.
LES 8. SOIL BE RANG PRESSURE 000 PSF
1/4"
2 REQ'D PER BASE PLATE
O ANC14OR_ICBU_ #.4627
5)HORIZON'rAL BRACE
Q¢UI MA IERIAL HANDLING
f 9 ENGINEERING
INC.
14180.1 Live Onk Avenue
EST. 1985 BekWn Park, Calllorrl!a 91708
Tel. (816) 962.1162 - Fox (818) 962 -1279
CALIFORNIA
SCALE EAPPROVED
BY
CONTRACTORS NONL• G.L.
AUF Np A 2$25
DATE
6/10/94
BY
L E. FATEEN
DESCRIPTION
BICYCLE RACK DETAILS
ADDRE88
DRAVMO NUMBER
WAL -MART 12077 94-362 E
31700 GRAPE ST. LAKE ELSINORE, CA 92530
r9.
f ,
w
1
Y
roll.
lF xfriTr,
API
AN
VIEW W
TYPICAL BRACING TO COLUMN CONNECTION
U 1
5 112"
7"
I
Q
CCONNEC-1-011
18" FI_IiE SPACE
If - 72`_! 1B "7I 18 "71J G18.7r
GENERAL CONFIGURA i ION
SINGLE ROW SIIOWN
TYP. i