1. columns, carriages, inboard & outboard handrails …€¦ · ss 0.656g s1 0.190g soil site...

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.#

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SAFERACK LOADING RACK TECHNOLOGIES

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18'-0" ELEVATING CAGE SYSTEM FOR RAILCAR ACCESS

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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






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N

8'-6" 8'-6" 7'-6"

4'-0"(TYP)

7'-6"

4'-0"(TYP)

CAUSTIC SPOT




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



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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






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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

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13'-6

" SH

OW

N

8'-6" 8'-6"

81 2"

81 2"

CAUSTIC SPOT






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. EXI

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LATF

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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






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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






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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


# DESCRIPTION BY DATE

- APPROVED AS DRAWNISSUED FOR CONSTRUCTION BLB 01/09/14



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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



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HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153


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CHLORINE SPOT




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






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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


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


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






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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






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1. columns, carriages, inboard & outboard handrails …€¦ · ss 0.656g s1 0.190g soil site...

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