HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (60)31700 GRAPE STREET 2077 29/30
WAL -MART
YP.
IYP.
VIEW 'A'
TYPICAL BRACING TO COLUMN CONNEC -I ION
TV ' TYP. " /8' TYP. ilr,
II V
I
1 1
1 (
I(
5
1
D6, CONNECTOR (ID GA)
I O
TYP. 1/8" 11/2' I
O
I
II/
2"
14GA _ -_
3"
9/16" 0
3/4"
3/4" TYP.
OCOLUMN O BASE PLA-I E (3 /8 "THK.)
s
CU9
AI-IACH W/
114.20X 1/2
HEX HD CAP SCREWS
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9
1/4 -20 X 112
1;F_X I1D CAI' SCREWS
VIEW 'C'
T .'PICAL COLUMN TO GONDOLA CONNECI I0I4
3 1132" -- -`
16" X 1/2" SLUT S
1/2."
1 L41
1- 17132 —
FIT --
1-3/4"
7B SIORAGE RACK 10 GONDOLA SHELVING CONNECTOR (7 GA)
1 -3/4" 1
3/8"
4- 17/32" TYP.
1/32" -- I —• _
1 /2"
5/16 "O HOLES
A STORAGE RACK 10 GONDOLA SHELVING CONNECTOR (7 GA)
1
3 )DIAGONAL BRACE
J 3 1/4
MIN. EMBUMNF
112" 2 REQ'D PER BASE PL47E
O ANCHOR ICBO #4627
GENERAL CONFIGURATION
SINGLE ROWS SHOWN
4 -•- 5/16" O HOLES
v I
I" .375"
I
O -- 4
4.218" % — 21/32"
1 -1/2 "-
09 BRACKET (12 GA)
1 -9/16"
5/16" X 112"
1 /= B 17/32 " SLOTS
1.15/32'
I
10 -9/16"
1 -3/4" +
3/8" TYP.
OSTORAGE. RACK 10 GOHIIX.LA SHELVING CONNECTOR (7 GA) --
2 1/2"
1 /4
1 3/4"
3/4"
JG A.—,
4-1- 7
3„ 1/8' -
it I (
1iit
OBEAM (16 GA.)
1940,WnM AVAI NU ATtugOff' )M't1ro11isbAl. . ..
VIEW 'B'
TYPICAL BEAM TO COLUMN CONNECTION
48" & 93" - -- 18.4
S" Front View awe view 7"
TYPICAL STORAGE RACK ELEVA'I IONS
NOTES:
1. STORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
2. STORAGE CAPACITY: 10011 PER LEVEL
3. POST LOAD SIGNS Al CONSPICUOUS LOCAL IONS DEPICTING
1 HE DESIGN CAPACITY OF THE RACK USING A PERMANENT
PLAQUE N01 LESS THAN 50 SQUARE INCITES
4. ASTM A570 FOR SHAPE Fy = 48,000 PSI GRADE 46
5. ALL BOLTS A307 (UNLESS NOTFr))
6. ANCHORS HILTI KWIK BOLT II OR NPPROVED EQUAL
1/2 "nIA. x 2 -1/4" MIN. EMBEDMENT
7. CONCRE TE 4" TI IICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
E MIC MATERIAL. HANDLING
L INC.
ENGINEERING
14180.1 Live Oak Avenue+
EST. 1985 Baldwin Park, Calllornla 91706
i m Tel. IS IS) 962 -1162 Fax (818) 982- 1279
SCALE DRAWN BY
nuroRN1A NONE G....
CON I FDIC I OITS
N0.
LICENSE DATE 6/10/94 AI•F RDVEO PY
SAL E. FAIEL
DEecmrlxxl
STORAGE RACK DETAILS (SYNDICATE SLOTTED TYPE)
ADDness
DRAVANG NUMBER
WAL -MART #x2077 94 -362 F
31700 GRAPE ST. LAKE ELSINORE. CA 92530
4.,
s
48 " -- -* *- 32",36" & 48"
7j= -- 32 ",36" & 48" 4. 7j 48 "— - --71 — 32 ",36" & 48" -,r X 48" * 7r- 32 ",36" & 48" —*
r- 32 ",36" & 48"
FRONT VIEW SIDT. VIEW 6"
Ir--48 "— 0-32 ",36" & 48" -7r
FRONT VIEW SIDE VIEW 6" FRONT VIEW SIDE VIEW 6'
TYPICAL GONDOLA ELEVATIONS
48 "--* r-32".36- & 48" * ,i 48 " —* X-32 ",36" & 48" 4
FRONT VIEW SIDE VIEW 6"
48 " —* 7K -32 ",36" & 48" —*
FRONT VIEW SIDE VIEW 6" FRONT VIEW SIDE VIEW 6" FRONT VIEW SIDE VIEW 6"
TYPICAL GONDOLA ELEVATIONS
FRONT VIEW SIDE VIEW 6"
FRONT VIEW SIDE VIEW 6"
48" - *= 32 ",36" & 48" -*
f
15"
84" 15"
15"
15"
FRONT VIEW SIDE VIEW 6"
v
4
f s
Y
24"
22
24"
518"
I _ 1 5/B' , 1 2
8"
15" I1 11
ll
12'
41,
1 961,
96
96"
181,
G
MAIER1AL HANDLING
ENOINEERING
18 j I 14180 -1 Live Oak Avenue
1 0 7
EST. 1985 Baldwin Park, California 91708
I I Te1. (818) 982 -1162 - Fax (018) 962-1279
18'
F1UF cnurNC IOroruNlncioRS
SCALE oRAwTU v
NONE t3.L.
FRONT VIEW SIDE VIEW 6
FRONT VIEW SIDE VIEW 2 3/4' DESCRIPTION
LICENSE
N0. 432725
DATE APPROVED BI' 6/10/94 SAL E. FATEEN
2 3/4" FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW 2 3/4" TYPICAL STEEL SHELVING ELEVATIONS
TYPICAL GONDOLA ELEVATION TYPICAL T -FRAME
ADDRESS
WAL -MART' #12077
DRAWING NUMBER
ELEVATIONS
31700 g4.3 62CGRAPESTLAKEELSINORE, CA 92530
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VIEW 'A'
TYPICAL BRACING TO COLUMN CONNECTION
I
CO CONNECT OR (l O GA)
TYP. 1 1 1112
i -140A
11/2"
3" I -
9/16"
3/4" TYP.
4"
TYP.
OCOLUMN 2 BASE PLATE (3/8" 1 HK)
s
ATTACH W/
1/4-20X-1/2
HEX HD CAP SCREWS
I
A 713
ao
aU ,
as
4U
9
A[IACH W/
1/4 -20.X 112
HEX 110 CAP SCREWS
VIEW 'C'
TYPICAL COLUMN -10 GONDOLA CONNEC'J ION
3- 1/32" - - -=
ii16" X 1/2 ".SLOTS
i•3/4" _
3/9" TYP.
B SIORAGE RACK 10 GONDOLA SHELVING CON14FC1011 (7 GA)
1-3/4"
4- 17132"
v 3 /9"
TYP.
3-1/37_"
S/16 "0 HOLES
7A StORAGE RACK IO GONDOLA SIELVING CONNECTOR (7 GA)
IA
UDIAGONAL BRACE
3 1/4'
7. 1/4"
MIN, EMBDMN F
La—Ism M
1/2" 7. REQ'D PER BASE P1 AI E
60 ANCHOR ICBO #4627
GENERAL CONFIGURA I ION
SINGLE ROWS SHOWN
5/16 ".0 HOLES
1" .375"
5
4.7.18"
90 BRAC'KEl• (12 GA)
1-9/16
11,
12"
1- IS /3z" 817/32" SLOTS
10.9716"
1
1 -3/4"
3/8" TYP
80 SSIORAGF. RACK 10 GONDOLA SHELVING CONNECTOR (7 GA)
2 1/2"
1
0 BEAM (16GA)
VIEW 'B'
TYPICAL BEAM TO COLUMN CONNECTION
28' f
4 2.1"
20'
1 zo"
2A,
56„
3!
I 24"
f
T
41"
19"
43"
G'"
Front View Side View
TYPICAL STORAGE RACK ELEVAT IONS
NOTES:
1. STORAGE RACK DESIGNED PER SECTIO14 2336
OF THE 1991 UBC.
2. STORAGE CAPACI TY: 1000A PER LEVEL
3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING
THE DFSIGN CAPACITY OF THE RACK USING A PERMANENT
PLAGUE NOT LESS THAN 50 SQUARE INCITES
4. ASTM A570 FOR SHAPE Fy = 48,000 PSI GRADE 48
5. ALL BOLTS A307 (UNLESS NOT ED)
6. ANCHORS HILTI KWIK BOLT II OR APPROVED EJUAL
1 /2 "DIA. x 2 -1/4" MIN. EMBEDMENT
7. CONCRETE 4" THICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
MATERIALHANDI.INO
IN(l• ENGINEERING
cF' 14160-1 Live Oak Avenue
EST. 1985 Baldwin Polk, California 91706
Tel. (616) 962 -1182 - Fax (618) 962 -12791
SCALE DRAWN BY
CALIFORNIA NUNF.: G.L. CONIRA010(18 ,
f ,P \5 LICENSE DATE APPROVED RV
NO. A32725 6/10/94 SAL E. FAT EEN
UESCHIPI IOn
S•TOIIAQE TIACK DETAILS (SYNDICA -1 E SLOTTED TYPE)
ADDRESS
WAL -MART #2077
DnAWIND FIUKI13EFI
31700 GRAPE ST. LAKE ELSINORE, CA 92530 1 94 -362 G
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4
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VIEW "A"
TYPICAL BRACING TO COLUMN CONNECTION
T CONNECTOR (10 GA)
1
7 P7B
to
Ob
oa
00
9
ATTACH W/
114 -20 X 12
HEX HU CAP
SCREWS
of
ATTACH W/
1/4'20 X 12
HEX HD CAP
SCREWS
VIEW 'B' VIEW 'C'
780 RACK TO SHELVING CONNECTIONS
5/16" X 1/2" SLOTS
112
I" 4— r
4- 17/32" L
r 1/7."
1" T-
1-3/4"
I - 318" TYP.
7B TOO RACK TO GONDOLA SHELVING CONNECTOR ((I GA)
1/2"
1.31 1"
7/3 TYP.
II
I
1
5116 "0 1 10LES
7A ) TOO RACK TO GONDOLA SHELVING CONNECTOP. (7 GA)
J
TYP. >1 F-VI-1 )-
14GA
1
1 1 2
9116"0
3l4" i i 22
3/4" TYP.
4"
01COLUMN @BASEPLATE (118 "1HCK,)
GENERAL CONFIGURATION
5/16"0 HOLES
21/32"
OBRACKET (12 GA)
k
f— T— i -9118"
5 /16 ".X 112"
11— - 817/32 " — SLOTS
I
I- 3/8" TYP.
l R '
fit
TOO RACK TO GONDOLA SHELVING CONNECTOR (7 GA)
3 ORIZONTAL AND DIAGONAL BRACE
3 1/4"
2 1/4"
MIN.
YMBUMNT 1111UU11 111(
11UUj11 1;
111ll
f111
1 REO'D PER BASE PLATE
1/2"
OANCFIOR ICBO #4627
2 1 /2"
Ire„
TYP. - 1314 " --
3/4"
1
1 I
1 I
074/.084_
J
1
i
1
1
5 n
I
II
BEAM (16GA.)
VIEW 'U'
TYPICAL BEAM TO COLUMN CONNECTION
B C
I-
45"S 93 "gyp= 18 "-
50"
SEE DRAWIN SEE DRAWING
NO.93 -341 A NO.93.341 A 34. 19/32"
FOR GONDOLA — 1„ FOR GONDOLA
SHELVING SHELVING
DETAILS DETAILS 24.1/4"
50" 4
18 -3/4"
1LJ 1
1 4=
8"
I
8"
1/8"
FRONT VIEW SIDE VIEW
TYPICAL I BO RACK ELEVATIONS
N01 ES:
1, STORAGF RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
2. STORAGE CAPACITY: 10000 PER LEVEL
3. POST LOAD SIG14S AT CONSPICUOUS LOCATIONS DEPICT ING
THE DESIGN CAPACITY OF TITE RACK USING A PERMANENT
PLAQUE NOT LESS THAN 50 SQUARE INCHES
4. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36
5. ALL BOLTS A307 (UNLESS NOTED)
6. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL
ICBO #4627, L.ARR 24946
7. CONCRETE 4" THICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
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EIZMIC MATERIAL HANDLING
ENGINEERINGfro:• INC.
14180.1 Llve Onk Aventto
EST. 1985 Baldwht Pntk, Celllorttle 91708
is
K A Tel. 18IS) 902 -1192 Fax (818) 992 -1279
97
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SCALE ORAWN BY
MUMMA NONE G.L.
6
r. CONIIIACIORSLICENSE
NO.432725
Dn1E
6110/94
nrrROVEO By
SAL E. FAT EEN
DESCRn*DON TBO RACK DETAILS (DAREINGTYPE)
AWRESS URANIM NUMBER
WAL -MART #2077 94 -362 D
31700 GRAPE ST. LAKE ELSINORE, CA 92530
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TYP.
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TYP.
2"
APPROX.
2"
APPROX. 1 3 Si/
6
tl 1
6 III%%%
2 4
VIEW 'A'
TYPICAL BRACING 1 -0 COLUMN CONNECTION CDCONNECTOR GENERAL CONFIGURAI ION
SINGLE ROW SHOWN
VIEW 'B'
TYPICAL BEAM TO COLUMN CONNEC•I ION
I- 72 "---*
18" I'Ll1E SPACE
18'.7rX-I8'W I t8 °* NOTES-
1. STORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
2. STORAGE CAPACITY: 2500 PER LEVEL
3. POST LOAD SIGNS AT CONSPICUOUS LOCAT IOIJ^ DEPICTING
90"
44" 44"
THE DES1014 CAPACi FY OF THE RACK USING A PERMANENT
PLAQUE NOT LESS THAN 50 SQUARE INCHES I4. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50
6. ANCFIORS HILTI KWIK SOLI" II OR APPROVED EQUAL
30" 1 /2" DIA X 2 -1/4" MIN. EMBEDMENT
144" I 44" 44" 7. CONCREI F 4"1 HICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
30"
44"
i -
44"
30"
6,. Front View Side View 6" side View 6„
TYPICAL STORAGE RACK ELEVATIONS
l Y i --- i1 /8 "3/4
5 I YP.
21/4" 1" 6
16 GA
1 3/4" A-
13/16"--4-
13/4
a
0-1 0UTAGONAL & HORIZON I AL BRACE
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c
9ga I• - QnOf:ES
IZ MATERIAL HANDLING
ENGINEERING31/Z PEE• INC.
1 112''
MIN. EMBDMNT I
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uj
cr
X97*
14180-1 Live Oak Aventre
EST. 1985 Baldwin Park, California 91708
Tel. (618) 982.1182 - Fax (618) 952 -1279
SCALE DRAWN nY
9/16 "011OLE 11 ga
KKk
I11 ILI 2
9hJk 4 `
CALIMPINIA
coNHENSE s NONE G.L.
I! LICENSE DATE API'ADVEDPY
TYP. -- - N0.432725 6/10194 SAL E. FA EEN
TYP. }
1%P t /2"
1 REQ'D PER BASE PLAIr(.STAIIONARY UNIIS)
1/8" 5:/8"
DEscRia110r
TIRE RACK DETAILS (TENNSCO TYPE)
ADDRESS
WAL -MART #2077
31700 GRAPE ST. LAKE ELSINORE, Ca 9253c 94 -362 H0000LUMN/BASE PLACE NCHOR ICBO ##4627 O BEAM
f •
OF
4
7 I
7
a xa
Yy 35p'.•
r.,.a
C1" x 1" x 16 GA. IURE
47 "- t q• 1j?
G 1/4"
306 0 WIRE
1
11
15° 7.-11 GA,
23 C0 9)
12"
7
NOM.
5- 31/32" 'I 7.-11 GA. 1 3/B ".L
Al
I'll HINDER INDER H D SCREW
4
Y- ---16- 5/16" 1 g
75 1 /4"
NOM.
TYP.
BOBICYCLE RACK FRAME BRACKET 1U SHELF BRACKET 11 a. 1/4 "x2 -3/.8" SLOT
7
I' X 7 3/4- X
GA IUSE A__i l,r. C(1RIER5
wri AMU nlrte ve• Iv lr,• no.
t.r. R0111 110s SIN
9- 1• FfOR
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7/1-6" 0 -HOLES
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ATTACH TO UPRIGHTS W /(4) EA.
3/8" 0 BOLT
43 /
2' A' "
1
1: 2 "x7.9 /32 "x
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14^
ti
1
3 4 5 6
O'Z' BRACE
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OBICYCLE RACK FRAME ASSEMBLY 1 1 SHELF FRAME ASSEMBLY 2 BIKE RACK CHANNEL GENERAL CONFIGURA I ION
AT TACFI TO UPRIGHTS W /(4)EA,
10x1. PH. HD, SCREW
1
48 "dc 1P•• 4B "c /t
1
12"
16 ga I"
J
24.11/16" 43• I Z" 24.11/16" 43. ,12.
I
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1„
4
46"
i
34"
11
46"
2
6 \
1ti
ro
I YP. 4 CORNERS
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76"
9
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76
3/4" 9
34"
15' 1 1 ".X it GAL 5
n
24- 3/16" a n
46" n 3 46"
94"
2
24" i z lid's <TYP.
10. 53/64" 10. 53/64"
2 3/4"
s
j
L-4 '60" — 60"
7 s -B +"
x 12x2 -1/4 n3 3 4
1ga..TUBE -
7/8 "X7 /8 "X14g.
LIS
3Ia FRONT.VIEW SIDE. VIEW (SINGLE SIDED)
BACK VIEW (DOUR E SIDED)
3 4
X 5 -1 /2 AS SEE SINGLE SIUEU EL.EVAIION FOR FRONT VIEW
I- YPICAL.BICYCLE _RACK ELEVATIONS
12"
76" NU 1 ES:
1 "X1 "X16ga. O BASE FRAME ASSEMBLY 1. STORAGE RACK DESIGNED PER SECTION 2336
OF THE 1991 UBC.
TUBE 2. STORAGE CAPACITY: 2509 PER LEVEL
111"
ATTACH 'TO UPRIGTII FRAME
W /(2) 3/8" 0 BOLTS
2 1 /4" 3. POs T LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING
THE DESIGN CAPACITY OF THE RACK USING A PERMA14ENT
PLAQUE NOT LESS THAN 50 SQUARE INCHESPERANCHORPLATE
62" 2- 3/4 "X1 "X
2 1 iga. TUBE 7/16" 01 {GEES
MIN. BUM- 4. AS IM A570 FOR SHAPE Fy = 481000 PSI GRADE 46
6. ANCHORS 1111.71 KWIK BOLT II OR APPROVED EQUAL
114" DIA X 2" MIN. EMBEDMENT
2 PLCS 1 1/4"
10-13/16" g/ 1 fi 0 RULES
7 CONCRETE 4" T HICK x 2000 PSI
8. SOIL BEARING PRESSURE 1000 PSF
2 PLCS
1/4"
2 REQ'D PER BASE PLATE
ANCHOR.ICBO #4.627
i RUF MATERIAL HANDLING
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EIZMK:
INC. ENGINEERING
14180.1 Live Oak Avenue
EST. 1985 Baldwin California
Tel. 81 ) 962.1162 Fax (818) 9821 278
2 -1 /2"
SCALE DRAM BY
CALIFORNIA
CON
EPSE RB NONE
DATE
6/10/94
ArrnDVED BY
SAL E. FAIEEN12
1,
AUF
N0.432725
11A1 16GA
DESCRIPTION
BICYCLE RACK DETAILS
1 2 UPRIGHT FRAME G)ANCHOR PU I F.
i
5)IJORIZONTAL BRACE
ADDRESS
WAL -MART
OREGRAPEST. LAKE ELSINORE, CACA 92530
DRAWING NUMBER
94 -362 E
31700
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