ISOMETRIC VIEW - mk0saferacklivebim3l.kinstacdn.com€¦ · isometric view notes 1. stair unit,...

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STRUCTURAL ALUMINUM NOTES

STRUCTURAL ALUMINUM MATERIALS SHALL CONFORM TO THE1.FOLLOWING ALLOY SPECIFICATIONS (UNLESS NOTEDOTHERWISE):

I-SHAPES, CHANNELS, AND ANGLES SHALL CONFORM TO•6061-T6SQUARE AND RECTANGULAR TUBES SHALL CONFORM TO•6063-T5/T52/6061-T6PIPES AND ROUND TUBES SHALL CONFORM TO 6063-•T5/T52/T6/6061-T6BARS SHALL CONFORM TO 6063-T5/T6/6061-T6•PLATES SHALL CONFORM TO 5052 H32•

ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2.ALUMINUM SHALL COMPLY WITH THE REQUIREMENTS OF THEALUMINUM ASSOCIATION ALUMINUM DESIGN MANUAL 2015.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4"3.STAINLESS STEEL ASTM F593 (18-8) BOLTS AND ASTM F594 NUTS,UNLESS OTHERWISE NOTED ON THE DRAWING. CONNECTIONSSHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEARPLANE.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH4.THE SPECIFICATIONS AND PROCEDURES OF THE AMERICANWELDING SOCIETY (AWS) BY CERTIFIED WELDERS WHO HAVEBEEN RE-TESTED WITHIN 6 MONTHS PRIOR TO THE START OFALUMINUM FABRICATION. WELDING FOR STRUCTURALALUMINUM SHALL BE MADE WITH ER4043 OR ER5356ELECTRODES.

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)PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B•

ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2.STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STEELCONSTRUCTION MANUAL.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" HIGH3.STRENGTH BOLTS (ASTM A325) UNLESS OTHERWISE NOTED ON THEDRAWING. CONNECTIONS SHALL BE DESIGNED AS BEARING TYPEWITH THREADS IN SHEAR PLANE.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE4.SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDINGSOCIETY (AWS) BY CERTIFIED WELDERS. WELDING FORSTRUCTURAL STEEL SHALL BE MADE WITH E70 LOW HYDROGENELECTRODES.THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/85.GROUT MATERIAL FOR BASE PLATES SHALL BE NON-METALLIC,6.NON-SHRINK, PRE-PACKAGED GROUT CONFORMING TO ASTM C1107.COLUMN BASE PLATES SHALL BE WITHIN 1/16" OF THEORETICAL7.ELEVATION AND BE LEVEL WITHIN 0.01 INCH ACROSS PLATELENGTH OR WIDTH.

ISOMETRIC VIEW

NOTES

STAIR UNIT, PEDESTAL, PLATFORM & HANDRAIL WILL BE OF STEEL1.CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123.PLATFORM WALK SURFACE IS TO BE SERRATED & SLIP RESISTANT2.MATERIAL.GANGWAY WILL SUPPORT A LIVE LOAD OF 750 LBS. MAX.3.GANGWAY BASETREAD & UPRIGHTS TO BE STEEL CONSTRUCTION4.& HOT DIPPED GALVANIZED PER ASTM-A123.GANGWAY BODY & ENDTREAD SHALL BE OF ALUMINUM5.CONSTRUCTION.GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF6.SUPPORTING WITH ADJUSTABLE CHAIN STOPS.ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN7.SLEEVE BEARINGS.ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL.8.OPERATING RANGE OF SAFERACK SAS GANGWAY IS 45 ABOVE9.TO 40 BELOW HORIZONTAL.ALL WELDS SHALL CONFORM TO AWS D1.1-D1.6.10.IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT THE11.EXISTING STRUCTURE CAN SUPPORT THE LOADS OF THE NEWEQUIPMENT PROVIDED BY SAFERACK.PLATFORM AND STAIR UNIT HANDRAILS SHALL BE OF HSS12.2"x2"x1/8" CONSTRUCTION UNLESS OTHERWISE NOTED.

ISSUED FOR CONSTRUCTION

# DESCRIPTION DATE BY

- APPROVED AS DRAWN ON 236160 A1 THRU A7 ISSUED FOR CONSTRUCTION 10/16/19 RAD

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1:18To 1/4"

1/4"

DO NOTSCALE

+/- 12

PROJECTION:Minimum FilletSize - S (inch)

5/16"

3/16"

UNLESS OTHERWISE SPECIFIED

Over 1/4" to 1/2"

Material Thickness ofThicker Part Joined (inch)

1/8"

Over 3/4"THIRD ANGLE

TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:

ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES

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HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 236160-C1P.O.# 4501491297

SHEET:

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ABAS #:

SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED

USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED

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DESCRIPTION: GENERAL ARRANGEMENTSAS SERIES BARGE GANGWAY & PLATFORM SYSTEM

Part Name

ABAS #

Finish

S

S

7'-1 1/8"

2'-4

1/8

"

1'-6 1/4"

3'-11 3/4"

2'-5 1/2"

3'-1 3/8"

3'-4

1/1

6"

1'-8

1/1

6"

1'-2

1/1

6"

SHIPS LADDER CLIP DETAIL

COLUMN BASEPLATE DETAIL

FAC

E O

F D

OC

K

EXISTING DOCKREPRESENTATION

C LPL

ATF

ORM

&SH

IPS

LAD

DER

CLCOLUMN

CLCOLUMN

C LC

OLU

MN

C LC

OLU

MN

1 3

/4"

3"

3"

1 1/2"

7/8" X 1 1/4"SLOT FOR 1/2"

ANCHOR BOLTS(BY OTHERS)

L 3" x 3" x 3/8"

SHIPS LADDER SLIP DETAILSCALE 1:4

1'-2

"

9 1

/2"

1'-2"

9 1/2"

1 1/2" HOLES FOR 1" ANCHORS BOLTS

(BY OTHERS)

4 3

/4"

4 3/4"

PLATE - 1"W8x24

COLUMN BASEPLATE DETAILSCALE 1:7

PAD LAYOUT




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1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

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+/- 18"LINEAR:


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Part Name

ABAS #

Finish

S

S

7'-8 5/16"

1'-3" 3'-0" 3'-5 5/16"

9'-0"

4'-0

"

2'-0

"

4'-10 5/8"

2"

A

A

BB

PLAN VIEWGANGWAY SHOWN IN HORIZONTAL POSITION

FAC

E O

F D

OC

K

FAC

E O

F BA

RGE


EXISTING BARGEREPRESENTATION

SAS-24-11ABARGE ACCESSGANGWAY

EXISTINGOBSTRUCTION

C LG

AN

GW

AY

SERRATED SLIP - RESISTANT METAL PLANK WALK SURFACE

MODIFIED SHIPS LADDER

MODIFIED PLATFORMW/ TOWER SUPPORTS

MODIFIEDSHIPS LADDEREND TREAD

FAC

E O

F PL

ATF

ORM




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1:18To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


SIZE:

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DESCRIPTION: GENERAL ARRANGEMENT

SAS SERIES BARGE GANGWAY & PLATFORM SYSTEM

Part Name

ABAS #

Finish

S

S

7'-8 5/16"

1'-3"

3'-0" 3'-5 5/16"

9'-0"

4'-0

"

2'-0

"

4'-10 5/8"

2"

15'-1 5/8"

0"

A

A

BB

PLAN VIEWGANGWAY SHOWN IN HORIZONTAL POSITION

FAC

E O

F D

OC

K

FAC

E O

F BA

RGE



SAS-24-11ABARGE ACCESSGANGWAY

EXISTINGOBSTRUCTION

C LG

AN

GW

AY

C LPL

ATF

ORM

&ST

AIR

SERRATED SLIP - RESISTANT METAL PLANK WALK SURFACE

MODIFIED SHIPS LADDER

MODIFIED PLATFORMW/ TOWER SUPPORTS

MODIFIEDSHIPS LADDEREND TREAD

6'-9

" 3

'-6"

4'-0"

2'-7"

1" G

ROUT

(TYP

)

3'-4 1/16"

SECTION A-A

L 3" X

3" X

3/8

" (TY

P)

2" SQ. HANDRAILS (TYP)

W8x

24

W8x

24

TOP OF WALK SURFACE

TOP OF HANDRAIL

TOP OF DOCK/GRADE


6'-9

" 3

'-6"

6'-1 1/8"

70°

1'-3"

2'-5 1/2" 3 1/4" 3'-4 3/8"

SECTION B-B


FAC

E O

F PL

ATF

ORM

W8x

24

W8x

24

W6x15

W6x15

2" SQ. HANDRAILS (TYP)

TOP OF HANDRAIL

TOP OF WALK SURFACE

TOP OF DOCK/GRADE

4" TOEBOARD (TYP)

FAC

E O

F D

OC

K




S

S

1:14To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


SIZE:

FINISH:

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Part Name

ABAS #

Finish

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6'-9

" 3

'-6"

5'-7 5/16"

20'

-9 7

/8"

3'-0" 3'-1 1/8"

4'-4 5/16"

12'

-5 1

3/16

"

TOP OF HANDRAIL

TOP OF WALK SURFACE

TOP OF DOCK/GRADE


FAC

E O

F PL

ATF

ORM

SIDE ELEVATION VIEWGANGWAY SHOWN IN STORED POSITION

FAC

E O

F D

OC

K

CHAIN STOPS & FOOTLOCK TO BE USED TO SECURE

GANGWAY IN STORED POSITION




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1:18To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


SIZE:

FINISH:

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Part Name

ABAS #

Finish

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6'-9

" 3

'-6"

3'-0" 3'-1 1/8"

9'-0"

10'-3"

3'-3

"

2"

7'-0

"

TOP OF HANDRAIL

TOP OF WALK SURFACE

TOP OF DOCK/GRADE


FAC

E O

F PL

ATF

ORM

SIDE ELEVATION VIEWGANGWAY SHOWN IN MAX WORKING POSITION


TOP OF BARGE

FAC

E O

F D

OC

K

FAC

E O

F BA

RGE

EXISTINGOBSTRUCTION

GANGWAY ASSISTED LIFT

ASSEMBLY 3/8" ASSISTED LIFT ROPE

ADJUSTABLECHAIN STOP




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1:18To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


SIZE:

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Part Name

ABAS #

Finish

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6'-9

" 3

'-6"

3'-0" 3'-1 1/8"

9'-0"

10'-3"

3'-3

"

2"

3'-0

"

TOP OF HANDRAIL

TOP OF WALK SURFACE

TOP OF DOCK/GRADE


FAC

E O

F PL

ATF

ORM

SIDE ELEVATION VIEWGANGWAY SHOWN IN MIN WORKING POSITION


TOP OF BARGE

FAC

E O

F D

OC

K

FAC

E O

F BA

RGE

EXISTINGOBSTRUCTION

GANGWAY ASSISTED LIFT

ASSEMBLY

3/8" ASSISTED LIFT ROPE

ADJUSTABLECHAIN STOP




S

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1:18To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


SIZE:

FINISH:

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ANGULAR:SCALE:

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Part Name

ABAS #

Finish

ISOMETRIC VIEW - mk0saferacklivebim3l.kinstacdn.com€¦ · isometric view notes 1. stair unit,...

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