CAUSTIC SPOT
SEISMIC LOAD (ANALYSIS: EQ. LAT. FORCE)
THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE
Ss 0.656g S1 0.190g SOIL SITE CLASS D STRUCTURAL SYSTEM: ORDINARY CANTILEVER COLUMN RESP. MOD. COEFF. R 1.25 SEISMIC DES. CAT. D
ISSUED FOR CONSTRUCTION
BASE SHEAR 0.45 W
TYPE WITH THREADS IN SHEAR PLANE.
CONFIRMATION.4. EACH SYSTEM HAS LIMIT SWITCH FOR STORED POSITION
ELEVATION AND BE LEVEL WITHIN 0.01 INCH ACROSS PLATE
3. ALL WELDS SHALL CONFORM TO AWS D1.1-D1.6.RAISE LOWER. 80 PSIG DRY AIR/NITROGEN REQUIRED.
2. ELEVATING CAGES TO BE PNEUMATICALLY OPERATED FORGALVANIZED PER ASTM-A123.WILL BE OF STEEL CONSTRUCTION & HOT DIPPED
1. COLUMNS, CARRIAGES, INBOARD & OUTBOARD HANDRAILS
NOTES
4. TWO (2).ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 5. THE SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY (AWS) BY CERTIFIED WELDERS WHO HAVE BEEN RE-TESTED WITHIN 6 MONTHS PRIOR TO THE START OF STEEL FABRICATION. WELDING FOR STRUCTURAL STEEL SHALL BE MADE WITH E70 LOW HYDROGEN ELECTRODES.HOLES SHALL NOT BE CUT THROUGH BEAMS UNLESS INDICATED
LENGTH OR WIDTH.
6. OR PRE-APPROVED BY SAFERACK.THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/8".7.GROUT MATERIAL FOR BASE PLATES SHALL BE NON-METALS, 8. NON-SHRINK, PRE-PACKAGED GROUT CONFORMING TO ASTM C 1107.COLUMN BASE PLATES SHALL BE WITHIN 1/16" OF THEORETICAL9.
STRUCTURAL STEEL NOTES
STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE1. FOLLOWING ASTM SPECIFICATIONS (UNLESS NOTED OTHERWISE):
ALL WF & WT SHAPES SHALL CONFORM TO ASTM A992 (50 KSI)•ALL PLATE, CHANNELS, ANGLES, BARS AND FLATS SHALL•CONFORM TO A36 (36 KSI)ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM•TO ASTM A500, GRADE B (46 KSI)ALL PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B•ANCHOR BOLTS ARE TO BE ASTM F1554 (36 KSI)•
ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2. STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STEEL CONSTRUCTION MANUAL.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" HIGH3. STRENGTH BOLTS (ASTM A325) UNLESS OTHERWISE NOTED ON THE DRAWING. CONNECTIONS SHALL BE DESIGNED AS BEARING
DESIGN CRITERIALOCATION: HENDERSON, NV
CODE: ASCE/SEI 7-05 OSHA 1910 SUBPART D
OCCUPANCY CATEGORY: II
LOAD: LIVE LOAD HANDRAIL LIVE LOAD 200 LBS (ANY DIRECTION) SNOW LOAD GROUND SNOW LOAD Pg 0 PSF WIND LOAD BASIC WIND SPEED 90 MPH WIND EXP. CAT. C WIND IMP. Iw 1.0
# DESCRIPTION DATE BY
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION 01/09/14 BLB
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
18'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C1
4300005235
1 OF 12
1:32
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
January 24, 2014
N
7"
7"
Y
ZX
9'-8" 9'-8"
7'-6" 7'-6"
9'-1
" 9
'-1"
25'-0"
5'-8"
18'
-2"
9'-1
" 9
'-1"
DETAIL 1 SCALE 1 : 12
1 1/4" THICK PLATE
1'-6
" 1'-2"
1'-6" 1
'-2"
1 12 " HOLES FOR
1" ANCHOR BOLTS(BY OTHERS)
C LC
OLU
MN
CO
LUM
NC L
PAD LAYOUT
EXISTINGTRACK PANS
RAILCL
COLUMNSEXISTING
CLRAIL
GA
NG
WA
Y
SOUT
H T
RAC
K
C L
NO
RTH
TRA
CK
C LC
OLU
MN
C LC
OLU
MN
1
18'
-2"
CAUSTIC SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION 01/09/14 BLB
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
18'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C2
4300005235
2 OF 12
1:24
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
January 24, 2014
N
8'-6" 8'-6" 7'-6"
4'-0"(TYP)
7'-6"
4'-0"(TYP)
CAUSTIC SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION 01/09/14 BLB
SUPPORT COLUMN REACTIONSLOAD Rhorz-x (kips) Rhorz-y (kips) Rvert-z (kips) Mx (ft-kips) My (ft-kips)DEAD 0.00 0.00 2.70 0.00 -5.64LIVE +/-0.10 +/-0.10 0.20 +/-1.47 -3.27
WIND - X 1.34 0.00 0.00 0.00 21.46WIND - Y 0.30 1.05 0.61 12.40 5.51
WIND REACTION ARE SEISMIC REACTIONS NOT REPORTED AS WIND LOADS GOVERN DESIGN
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
18'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C3
4300005235
3 OF 12
1:24
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
F.O
. PLA
TFO
RM
HSS
6X6
X1/4
TRUSSED
HANDRAIL
CLRAIL
(LOW VEHICLE POSITION)
NO
RTH
TRA
CK
F.O
. PLA
TFO
RM
PLAN VIEW
OUTBOARD
RAILCL
TRUSSEDINBOARD
HANDRAIL
SOUT
H T
RAC
K
8'-0"
18'
-0" 1
8'-2
" 8'-0"
(TYP
)
(TYP)
4'-0
" 18'
-0" (
TYP)
BB
January 24, 2014
12'-0
" TO
13'
-6" R
AN
GE
12'-0
" SH
OW
N
8'-6" 8'-6" 7'-6"
23'-9
5 8"
(TYP
)
7'-6"
12'-0
" TO
13'
-6" R
AN
GE
12'-0
" SH
OW
N
11 2" G
ROUT
(TYP
) 1
'-0"
1'-1
1 2"
B.O
. BA
SEPL
ATE
(TYP
.)
CAUSTIC SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION 01/09/14 BLB
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
18'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C4
4300005235
4 OF 12
1:24
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
SOUTH TRACK NORTH TRACK
F.O
. EXI
STIN
G P
LATF
ORM
E.O. THRESHOLD
(LOW VEHICLE POSITION)SIDE VIEW
RAILCL
T.O.R.
CYLINDER CLRAIL
L2X2X1/4
HSS2X2X1/4
W10
X49
HSS 6X2X1/4
W10
X49
CARRIAGE
T.O. THRESHOLD
F.O
. EXI
STIN
G P
LATF
ORM
1
8'-0"
12'
-5"
(TYP)164'-4 "
85 8"
(TYP
)
5'-7 13/16" TO 6'-7" RANGE5'-7 13
16 " SHOWN
January 24, 2014
12'-0
" TO
13'
-6" R
AN
GE
13'-6
" SH
OW
N
12'-0
" TO
13'
-6" R
AN
GE
13'-6
" SH
OW
N
8'-6" 8'-6"
81 2"
81 2"
CAUSTIC SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION 01/09/14 BLB
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
18'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C5
4300005235
5 OF 12
1:24
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
F.O
. EXI
STIN
G P
LATF
ORM
F.O
. EXI
STIN
G P
LATF
ORM
SECTION A-A(HIGH VEHICLE POSITION)
SOUTH TRACK
RAILCL
T.O.R.
RAILCL
T.O. THRESHOLD
NORTH TRACK
E.O. THRESHOLD
1
(TYP)164'-4 "
93 8"
(TYP
)
8'-0"
5'-7 13/16" TO 6'-7" RANGE6'-7" SHOWN
(LOW VEHICLE POSITION)SECTION A-A
B.O. BUMPER
HIGH RAIL
B.O. STEEL
DETAIL D SCALE 1 : 12
T.O. THRESHOLD
4"
6 516 "
4'-0" B.O.S.
LOW RAILCAR
T.O.T.
DETAIL E SCALE 1 : 12
B.O.B.
4"
7 12 "
4'-0"
15'
-6" (
TYP)
17'
-01 2" (
TYP)
22'
-0" (
TYP)
22'
-0" (
TYP)
23'
-95 8"
7'-6"
11 2" G
ROUT
(TYP
) 1
'-0"
CAUSTIC SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION 01/09/14 BLB
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
18'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C6
4300005235
6 OF 12
1:24
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
NORTH TRACK
CLE
ARA
NC
E EN
VEL
OPE
SECTION A-A(CAGES SHOWN IN STORED POSITION)
CLRAILCL
T.O.W.S.
T.O. STEEL
CLE
ARA
NC
E EN
VEL
OPE
PLA
TE "C
" CLE
ARA
NC
E EN
VEL
OPE
PLA
TE "C
" CLE
ARA
NC
E EN
VEL
OPE
STA
ND
ARD
RA
ILC
AR
T.O.R.
CHECK WITH LOCAL RAILROADFOR CLEARANCE REQUIREMENTS.
RAIL
ATTENTION:
STA
ND
ARD
RA
ILC
AR
SOUTH TRACK
"
7'-6" 8'-6"
5'-4" (TYP)
"(TYP)
8'-6" 8'-0"
2
1
110
(TYP
)"1 2
" 2
4'-1
1
4'-7
3'-9
1 2 1
'-2"
CAUSTIC SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION 01/09/14 BLB
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
18'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C7
4300005235
7 OF 12
1:36
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
OUTBOARD HANDRAIL
HSS 2X2X1/8"
BAR 4X1/4"
PIPE 1.5 SCH 10
HSS 4X2X1/8"
1 6'-7" 4'-0" 6'-7"
17'-2"
16 1
'-7
2" 1 4
'-7"
" 2
4'-1
11
" 16
1'-7
1 1
'-51 4"
INBOARD HANDRAILHSS 4X2X1/8"
PIPE 1.5 SCH 10
BAR 4X1/4"
7
17'-2"
" 1
'-68
" 2
4'-1
11
" 8
1'-6
7 1
'-59 16
"
January 24, 2014
CHLORINE SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION BY DATE
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION BLB 01/09/14
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
15'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C8
4300005235
8 OF 12
1:16
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
January 24, 2014
N
1'-6
"
4'-2
" 3
'-9"
9'-0
" 5
'-7"
7"
7"
Z Y
X
15'-2"
7'-6
"
9'-0
" 5
'-7"
1'-6
" 7'-7" 7'-7"
RAIL
GANGWAY
PLATFORM
PLAN VIEW
C L
HANDRAILTRUSSED INBOARD
CL
F.O. PLATFORM
EXISTINGOUTBOARDHANDRAIL
HSS 6X6X1/4
7'-1
1" C
AG
EO
PEN
ING
WID
TH
15'-0"
5'-6"OPENING
DETAIL 1 SCALE 1 : 12
1 1/4" THICK PLATE
1'-6"
1'-2
"
1'-6
"
1'-2"
1 12 " HOLES FOR
1" ANCHOR BOLTS(BY OTHERS)
EXISTING
PAD LAYOUT
F.O. PLATFORM
EXISTING
OBSTRUCTION
C L RAIL
EXISTING
PLATFORM
CL
GANGWAY
1
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
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HN
CHECK
BLB
15'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C9
4300005235
9 OF 12
1:24
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
CHLORINE SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION BY DATE
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION BLB 01/09/14
SUPPORT COLUMN REACTIONSLOAD Rhorz-x (kips) Rhorz-y (kips) Rvert-z (kips) Mx (ft-kips) My (ft-kips)DEAD 0.00 0.00 2.51 0.00 -4.96LIVE +/-0.10 +/-0.10 0.20 +/-1.33 -3.77
WIND - X 1.16 0.00 0.00 0.00 17.55WIND - Y 0.31 1.01 0.61 11.11 6.05
WIND REACTION ARE SEISMIC REACTIONS NOT REPORTED AS WIND LOADS GOVERN DESIGN
12'
-6" 1
5'-6
" (TY
P)
16'
-10
3 4"
21'
-43 4"
22'
-0" (
TYP)
22'
-55 8" 2
3'-0
3 4"
91 2"
7'-6"
12'-0
" TO
13'
-6" R
AN
GE
12'-0
" SH
OW
N
12'
-6"
11 2"
GRO
UT(T
YP)
8"
7'-6"
12'-0
" TO
13'
-6" R
AN
GE
13'-6
" SH
OW
N
12'
-6"
12'
-6"
12'
-6"
41 2"
CHLORINE SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION BY DATE
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION BLB 01/09/14
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
15'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C10
4300005235
10 OF 12
1:36
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
B.O. CONDUIT
FOR CLEARANCE REQUIREMENTS.
SIDE VIEW(STORED POSITION)
T.O.R.
RAILCL
T.O.W.S.
T.O. STEEL
CLE
ARA
NC
E EN
VEL
OPE
PLA
TE "C
" CLE
ARA
NC
E EN
VEL
OPE
STA
ND
ARD
RA
ILC
AR
ATTENTION:CHECK WITH LOCAL RAILROAD
B.O.B.P.
"
9'-0"
7'-6"
8'-6" (TYP)
5'-4" (TYP)
2 "
10"
3'-8
"
4'-6
"
1 10
71 8
6'-2
"
PLATFORM
(LOW VEHICLE POSITION)SIDE VIEW
T.O.R.
EXISTING
CLRAIL
WALL
CYLINDEREXISTING
CARRIAGE
W10
X49
" SHOWN4'-11 1/2" TO 7'-0" RANGE
4'-11 12
5'-7"
W10
X49
HSS2X2X1/4
(HIGH VEHICLE POSITION)SIDE VIEW
T.O.R.
CLRAIL
L2X2X1/4
HSS 6X2X1/4
T.O.W.S.
4'-11 1/2" TO 7'-0" RANGE7'-0" SHOWN
RAIL
(LOW VEHICLE POSITION)SIDE VIEW
CL1 " 1'-8 16
51 4"
(HIGH VEHICLE POSITION)SIDE VIEW
CLRAIL
11
3 4"
1'-8 116 "
B.O.B.
SCALE 1 : 18
T.O.T.
DETAIL D
B.O.S. 4'-2"
1'-0"
4"
83 4"
3'-9"
January 24, 2014
CHLORINE SPOT
ISSUED FOR CONSTRUCTION
# DESCRIPTION BY DATE
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION BLB 01/09/14
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
15'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C11
4300005235
11 OF 12
1:36
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
1
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
8
12
OUTBOARD HANDRAIL
BAR 4X1/4"HSS 4X2X1/8"
HSS 2X2X1/8"
PIPE 1.5 SCH 10
3
4'-4" 5'-6" 4'-4"
14'-2"
4'-2
"
4'-6
" " 1
'-516
" 16
1'-5
3 1
'-37 16
"
81 4"
INBOARD HANDRAIL HSS 4X2X1/8"
PIPE 1.5 SCH 10
BAR 4X1/4"
7
14'-2"
4'-6
"
" 1
'-58
1'-5
7 8"
" 8
1 4
1'-2
"
January 24, 2014
ISSUED FOR CONSTRUCTION
# DESCRIPTION BY DATE
- APPROVED AS DRAWNISSUED FOR CONSTRUCTION BLB 01/09/14
UNLESS OTHERWISE SPECIFIED
TOLERANCES: PROJECTION:
DRAWN:
CHECK:
ENG:
APVL:
DESCRIPTION: GENERAL ARRANGEMENT
DWG#
P.O.#
REV:
SIZE:SCALE:
SHEET:
SAFERACK LOADING RACK TECHNOLOGIES
D
-
11-13-13
11-13-13
CHDATE
11-13-13
RE
HN
CHECK
BLB
15'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS
213266-C12
4300005235
12 OF 12
1:36
THIRD ANGLE
LINEAR "
ANGULAR
MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF
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ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND
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