i...t.o. steel i . . i i i i i i i i i i i i i i i r:_:: i i s' x i i i :s: i i i i 0 ii i.i...

� PROJECT

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t------------- -23' -1" ----------

1 '-6"-------------------------20· -1 "-----------------�------1 '-6"

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�-----11 • -1 o"-------4----- s' ,,-3 r;:::LOADING ARM

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SHOP NOTES:

1) GANGWAY REQUIRES DOW DOUBLE MIDRAIL.2) MODIFIED END TREAD REQUIRED (NO SEATAINER)3) MODIFIED STORED POSITION @ 88" ABOVE HORIZ

REQUIRED.4) GANGWAY BASE TREAD, INCLUDING UPRIGHTS, TO

BE STEEL CONSTRUCTION, HOT -DIPPEDGALVANIZED PER ASTM-A123, & THEN PAINTEDSAFETY YELLOW PER DOW SPECIFICATIONEMTEL G1 6S-0205-02 DATED 11 NOV 2009.

5) STAINLESS STEEL CHAIN STOPS REQUIRED.

NOTES: 1) COLUMNS, CARRIAGES, WINCH SUPPORT, WILL BE OF OPEN MEMBER STEEL CONSTRUCTION &

HOT DIPPED GALVANIZED PER ASTM-A123.2) GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS. MAX.3) GANGWAY BASE TREAD, INCLUDING UPRIGHTS, TO BE STEEL CONSTRUCTION, HOT-DIPPED

GALVANIZED PER ASTM-A 123, & THEN PAINTED SAFETY YELLOW PER DOW SPECIFICATION EMTELG1 6S-0205-02 DATED 11 NOV 2009.

4) GANGWAY BODY SHALL BE OF 304 STAINLESS STEEL CONSTRUCTION.5) INBOARD HANDRAIL & OUTBOARD HANDRAIL TO BE OPEN MEMBER 304 STAINLESS STEEL

CONSTRUCTION.6) GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF SUPPORTING WITH ADJUSTABLE

CHAIN STOPS.7) ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN SLEEVE BEARINGS.8) ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL.9) OPERATING RANGE OF SAFERACK GANGWAY IS 45· ABOVE TO 40" BELOW HORIZONTAL.10) ALL WELDS SHALL CONFORM TO AWS D1.1 - D1.6.11) IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT THE EXISTING STRUCTURE

CAN SUPPORT THE LOADS OF THE NEW EQUIPMENT PROVIDED BY SAFERACK. 12) ALL MODIFICATION TO EXISTING EQUIPMENT BY OTHERS.13) GANGWAY TO HAVE DOW APPROVED DOUBLE MID-RAIL.14) BASE TREAD TO BE EPOXY PAINTED OVER GALV. BASE TREAD ASSEMBLY INCL UPRIGHT

SUPPORTS PER DOW. 15) ELEVATING HANDRAIL SYSTEM OPERATED BY PNEUMATIC WINCH FOR RAISE/LOWER. 80 PSIG

DRY AIR/NITROGEN & 130 CFM REQUIRED.

PLAN V I EW �-------------11 '-o"---------------i(GANGWAY SHOWN @ HORIZONTAL)

GENERAL NOTE:

SAFERACK EQUIPMENT REQU IRES A SPECIAL INSPECT ION SECTION BU I LD ING

BY A 3RD PARTY PER CHAPTER 17, 1704.3.1 OF THE 2010 CAL IFORNIA CODE. DOW I S RESPONSIBLE FOR

ARRANGING THE 3RD PARTY I NSPECTION PR IOR TO THE SH I PMENT OF THE EQUIPMENT.

5' -6"�---MINIMUM REQUIRED---�

HANDRAIL OPENING

n--2· 9"1EXISTING 3..

-

HANDRAIL POST�

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(SCA�:E�! �I� -O")CD

GANGWAY MOUNT PATTERN

� COLUMN PS-32

I z (_) I- z(f) -- Ix <( w 0:::

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CAUST I C RA I LCAR SPOT

ISSUED FOR CONSTRUCTION

APPROVED AS DRAWN PER DWG 203021 -A 1 rA

I >----------------------------< 6-27-11 DMJISSUED FOR CONSTRUCTION

# I DESCRIPTION

CUSTOMER INFORMATION:

DATE BY

ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF SAFERACK LOADING RACK TECHNOLOGIES

DRAWN:DMJ 4-1-11

►�•�s f R kCHECK:JMG 4-1-11 I�� a e ac I APVL: J B 4-1 -1 1 111iiiiiii ;iiiiii' L O A D I N G R A C K T E C H N O L O G I E s

HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153

DESCRIPTION: GENERAL ARRANGEMENT

CAUSTIC RAILCAR ELEVATING CAGE SYSTEM FOR TANK CAR ACCESS

DWG# 203021-C1

P.O.# 4072324

SHEET: 1 OF 14 I REV: -

SCALE: 3/8" = 1 '-0" SIZE: D

craigguessford

Cross-Out

T.O. STEEL

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(GANGWAY REMOVED FOR CLARITY)

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CAUSTIC RAI LCAR SPOT

APPROVED AS DRAWN PER DWG 203021-A2rA I >-----------------------------< 6-27-11 DMJ

ISSUED FOR CONSTRUCTION # / DESCRIPTION


DATE BY


DRAWN:DMJ 4-1-11

►�•�s f R kCHECK:JMG 4-1-11 I�� a e ac I APVL: J B 4-1 -1 1 111iiiiiii ;iiiiii' L O A D I N G R A C K T E C H N O L O G I E sHOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153



DWG# 203021-C2 SHEET: 2 OF 14 REV: -

P.O.# 4072324 SCALE: 3/8" = 1 '-0" SIZE: D

craigguessford

Cross-Out

z0I-• <(lOO

10• _J0 N O::'.w V) O::'.

T.O.W.S.

• -N0

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T��"' "'

DOUBLE MIDRAIL

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CUSTOMER NOTE:

GIVEN THE EXISTING PLATFORM HEIGHT, VEHICLE

CENTERLINE,

(GAP DIMENSIONS OF GANGWAY AT HORIZONTAL POSITION)

& VEHICLE HEIGHT, THE WORKING

RANGE OF A RAMP STYLE GANGWAY WOULD BE

42°

ABOVE HORIZONTAL. SAFERACK RECOMMENDS

A 15°

ABOVE HORIZONTAL MAX WORKING RANGE

FOR RAMP STYLE GANGWAYS & THEREFORE

SUGGESTS THE ARTICULATING STAIR STYLE

GANGWAY SHOWN.

//\'.

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// \

\

ADJUSTABLE CHAIN STOP---...u

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6'-0" TO 7'-6" CRASH BOX

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F I d i--- -- - --1 o· -9" •

SECTION D (GANGWAY SHOWN IN WORKING POSITION)�

(ELEVATING SAFETY CAGE PARTIALLY REMOVED FOR CLARITY) (LOADING ARM SHOWN IN USE)

F I d i--- -- - --10'-9" •

SECTION (GANGWAY SHOWN IN WORKING POSITION)

(ELEVATING SAFETY CAGE PARTIALLY REMOVED FOR CLARITY) (LOADING ARM SHOWN IN USE)

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i - - RAILROAD CLEAW\NCE ENVELOPE

I �

RAIL

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i--- --- - -1 o· -9"

F-�� I .L --

--- --8' -6" (TYP)- ----ij

SECTION D (ELEVATING SAFETY CAGE REMOVED FOR CLARITY) �

(GANGWAY SHOWN STORED @ 88" ABOVE HORIZONTAL POSITION) (LOADING ARM SHOWN STORED)

APPROVED AS DRAWN PER DWG 203021-A3rA I >----------------------------< 6-27-11 DMJ

ISSUED FOR CONSTRUCTION # ) DESCRIPTION


DRAWN:DMJ 4-1-11

DATE BY ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF SAFERACK LOADING RACK TECHNOLOGIES

ISSUED FOR CONSTRUCTION ►�•�s f R kCHECK:JMG 4-1-11 I�� a e ac I APVL: J B 4-1 -1 1 1lliiiiiii ;iiiiii' L O A D I N G R A C K T E C H N O L O G I E s

CAUSTIC

RAILCAR SPOT




DWG# 203021-C3

P.O.# 4072324


SCALE: 3/8" = 1 '-0" SIZE: D

craigguessford

Cross-Out

MATERIALS OF CONSTRUCTION: CARBON STEEL

SWIVEL JOINT SEALS:

PRODUCT:

FLANGE GASKET:

TEFLON ENCAP, SILICONE

CAUSTIC

KLINGER SIL C5400

ESTIMATED WEIGHT OF LOADING ARM: 570 LBS. ESTIMATED MOMENT LOAD @ SPRING: 10,676 IN-LBS. ESTIMATED MOMENT LOAD @ INLET: 47,981 IN-LBS.

LOADING ARM IS NOT DESIGNED FOR PRODUCT RETENTION

LOADING ARM IS NOT DESIGNED FOR ADDITIONAL WEIGHT

ALL SCH 40 PIPE PER DOW CA06, A 106 GR B SEAMLESS 100% X-RAY REQUIRED FOR FLOW PASSAGE WELDS SURFACE PREP AND PAINT PER DOW G16S-0202-10 GROUNDING/BONDING JUMPERS ACROSS ALL SWIVEL JOINTS HYDRO TEST UNIT TO 350 PSI WELD PER DOW EMTL PRACTICE GSS-65000-01, -02, -03 DROP PIPE ASSEMBLY BY OTHERS NOT TO EXCEED 50 LBS

.0;::-, , & u,

c� o<';c<'

('

1" ...., ¢72 -

Y15. Il'yp r

3" 1 50# FLANGE

(4) ¢�"A325 BOLTS

INLET FLANGE

0

4.0 (TYP)

8240FW 3" CST DSF SWIVEL JOINT

48" BY OTHERS

( 4) e'>�" BOLTS

@::i1c@ �5.13 SQ.=:::j

FLANGE BEARING

I

'-..

OPW DRAWING# SK1 20445A

�- R18-1/2"

/ ...._ . _\ ,1 '

' H

j i � 11 I�

14-7/8" 13-3/8"

i tI �-

0 � .... -0

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./ \ ,;:::

o/1 - .I

\ "I" r.ST PIPF

(9 0

SPOOL

�------------- 84" ------------------�---------- 96" --------------a--i 3" 150# RF INLET FLANGE

3" CST SCH 40 PIPE SPOOL

DROP PIPE ASSEMBLY BY OTHERS - 50 LBS MAX

8430FW 3" CST SWIVEL JOINT

1 3"

I ------¥----li---+++---llf-----+-------A-+--- _J_

1 4-3/ 4"

84 78FW 3" CST DSF SWIVEL JOINT

0

0 .@.

790 EZ ADJUST TORSION SPRING ADJUST

CAUSTIC RAILCAR SPOT


FLANGE BEARING

3" CST PIPE SPOOL

84"

PROVIDED WEIGHTS & LOADS

I >-------------------------------1 6-27-11 DMJ ISSUED FOR CONSTRUCTION

# I DESCRIPTION


DATE BY


DRAWN:DMJ 4-111

CHECK:JMG 4-1-11

APVL: JB 4-1-11 s.·� SafeRackllliiiiiiiiiii;iill LOADING RACK TECHNOLOGIES


DESCRIPTION: 3" B-33-F

DOWNFEED RIGHT HAND CONFIGURATION

DWG# 203021• L I

P.O.# 4072324


SCALE: N.T.S. SIZE: B

i...t.o. steel i . . i i i i i i i i i i i i i i i r:_:: i i s' x i i i :s: i i i i 0 ii i.i...

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