HomeMy WebLinkAboutSTRUCTURAL PLAN - 23-00878 - Frozen Dessert Supplies - Pallet Racket InstallationEXISTING CONCRETE
SLAB ON GRADE.
PALLET RACK COLUMN,
SEE ELEVATION.
(2) ½"Ø POWERS SD2
ANCHOR, EMBED 2¾" MIN.
3/8" OR 1/2" THICK
STEEL BASE PLATE.
3x
3
x
1
2
g
a
PERMANENT PLAQUE NOT LESS THAN 50 SQUARE
INCHES IN AREA TO BE PLACED IN CONSPICUOUS
LOCATION STATING MAXIMUM CAPACITY OF
3000LBS PER SHELF.
S-1
B4
S-1
B4
S-1
D4
S-1
D4
OPP.
4'
-
0
"
5'
-
6
"
5'
-
6
"
5'
-
6
"
0'
-
8
"
SB 4x2¾x16ga
SB 4x2¾x16ga
SB 4x2¾x16ga
SB 4x2¾x16ga
8' - 0"
3x
3
x
1
2
g
a
SB 4x2¾x16ga
S-1
D4
S-1
D4
OPP.
S-1
D4
S-1
D4
OPP.
S-1
D4
S-1
D4
OPP.
24
'
-
0
"
BASIS OF ANALYSIS
NOTES:
1.STRUCTURE IS NOT ACCESSIBLE TO PUBLIC, Ie = 1.0
2.DESIGNED PER 2021 IBC AND ASCE 7-16 CHAPTERS 15 AND RMI (ANSI MH16.1: 2012)
3.MATERIAL SPECIFICATIONS
FY = 55ksi
FU = 65ksi
ALL WELDS E70xx ELECTRODES
6" CONCRETE SLAB f'c = 4000psi (ASSUMED)
ALLOWABLE SOIL PRESSURE = 1500psf (ASSUMED)
RACK MANUFACTURER = INTERLAKE MECALUX
SHELVING MANUFACTURER = PENCO
4.SEISMIC
SDS = 0.356g
SD1 = 0.172g
DESIGN CATEGORY "C"
5.LOAD PER SHELF, SEE ELEVATION NOTE
6.ANCHORS TO BE POWERS STUD +SD2 EMBED PER DETAIL AND ESR#2502
7.SHELF CAPACITY HAS BEEN BASED ON RACK SIZES AND CONFIGURATIONS
SHOWN. EXISTING FRAMING SIZES AND CONFIGURATIONS HAVE BEEN VERIFIED TO
THE EXTENT POSSIBLE BY TBSE INC. STATED SHELF CAPACITY IS INVALID IF RACK
CONFIGURATION IS CHANGED OR MEMBER SIZES ARE DIFFERENT THAN WHAT IS
SHOWN IN THESE DRAWINGS.
3x
3
x
1
2
g
a
3' - 6"
3x
3
x
1
2
g
a
1'
-
8
"
3'
-
6
"
3'
-
6
"
3'
-
6
"
3'
-
6
"
3'
-
6
"
3'
-
8
"
0'
-
8
"
UMH Std Brace
UMH Std Brace
U M H S t d B r a c e
UMH Std Brace
U M H S t d B r a c e
UMH Std Brace
U M H S t d B r a c e
UMH Std Brace
U M H S t d B r a c e
UMH Std Brace
U M H S t d B r a c e
UMH Std Brace
U M H H D B r a c e
UMH Std Brace
4'
-
1
"
4'
-
8
"
4'
-
8
"
4'
-
8
"
0'
-
8
"
20
'
-
0
"
8' - 0"
SB 4x2¾x16ga
SB 4x2¾x16ga
SB 4x2¾x16ga
3x
3
x
1
2
g
a
3x
3
x
1
2
g
a
S-1
B4
S-1
B4
S-1
D4
S-1
D4
PERMANENT PLAQUE NOT LESS THAN 50 SQUARE
INCHES IN AREA TO BE PLACED IN CONSPICUOUS
LOCATION STATING MAXIMUM CAPACITY OF
3000LBS PER SHELF.
SB 4x2¾x16ga
SB 4x2¾x16ga
OPP.
S-1
D4
S-1
D4
S-1
D4
S-1
D4
OPP.
S-1
D4
OPP.
S-1
D4
OPP.
1'
-
1
"
3'
-
6
"
3'
-
6
"
3'
-
6
"
3'
-
6
"
3'
-
8
"
0'
-
8
"
3x
3
x
1
2
g
a
3x
3
x
1
2
g
a
3' - 6"
UMH Std Brace
UMH Std Brace
U M H S t d B r a c e
UMH Std Brace
U M H S t d B r a c e
UMH Std Brace
U M H S t d B r a c e
UMH Std Brace
UMH Std Brace
U M H H D B r a c e
UMH Std Brace
U M H S t d B r a c e
CONNECTOR
RACK BEAM
Date
Drawn By
Checked By
JOB#
Scale
RA
C
K
I
N
G
S
Y
S
T
E
M
F
O
R
:
El
i
t
e
W
a
r
e
h
o
u
s
e
S
u
p
p
l
y
As indicated
S-1
LB
JH
12/01/2023
23128
RA
C
K
I
N
G
EL
E
V
A
T
I
O
N
S
AN
D
D
E
T
A
I
L
S
Fr
o
z
e
n
D
e
s
s
e
r
t
s
S
u
p
p
l
i
e
s
36
6
D
i
v
i
d
e
n
d
D
r
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
12/01/2023
NO SCALES-1
B4
1/2" = 1'-0"S-1
1 RACK 1 ELEVATION
1/2" = 1'-0"S-1
2 RACK 1 BRACING
SPECIAL INSPECTION OF RACKING ANCHOR BOLTS SHALL OCCUR
PERIODICLY TO ENSURE PROPER EMBEDMENT AND PLACEMENT OF
ANCHORS
1/2" = 1'-0"S-1
3 RACK 2 ELEVATION
1/2" = 1'-0"S-1
4 RACK 2 BRACING
3" = 1'-0"S-1
D4 3-Pin Connection