Drawings_-_Stoplog_Lifting_Assemblies.pdf

PDF 8 MB Posted Mar 21, 2018

Attached to: STOPLOG LIFTING ASSEMBLIES Federal contract opportunity
Solicitation number: W911XK18B0004
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Other files attached to STOPLOG LIFTING ASSEMBLIES, newest first.
File	Type	Posted
Abstract_of_Bids_W911XK18B0004.pdf	PDF	Apr 25, 2018
DRAWING_SHEET_SC522_-_Rev01.pdf	PDF	Apr 18, 2018
DRAWING_SHEET_SC502_-_Rev01.pdf	PDF	Apr 18, 2018
Amendment_0002_-_W911XK18B0004.pdf	PDF	Apr 18, 2018
DRAWING_SHEET_SC508_-_Rev01.pdf	PDF	Apr 13, 2018
Amendment_0001_-_W911XK18B0004.pdf	PDF	Apr 13, 2018
DRAWING_SHEET_SC528_-_Rev01.pdf	PDF	Apr 13, 2018
Specifications_-_Stoplog_Lifting_Assemblies.pdf	PDF	Mar 21, 2018
Solicitation_W911XK18B0004.pdf	PDF	Mar 21, 2018

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...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

T R

M I

A N A of Engineers

US Army Corps

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

PHILLIP C. ROSS P.E., CHIEF ENGINERRING & CONSTRUCTION OFFICE

MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

REQUIRED BY ER 1110-1-8152

PROJECTS DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.

NICHOLAS J. ZAGER P.E., CHIEF GEOTECHNICAL & STRUCTURES BRANCH

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SAULT STE. MARIE, MI

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ONTARIO, CANADA

SAULT STE. MARIE

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MICHIGAN

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WISCONSIN

MINNESOTA

LOCATION MAP

AREA OFFICE

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SAULT STE. MARIE, MICHIGAN

SOO LOCK FACILITY

PROJECT LOCATION,

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FY18 POE & MACARTHUR LOCKS STOPLOG LIFTING ASSEMBLIES

01MARCH2018

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W911XK-18-B-0004

CERTIFIED FINAL - READY TO ADVERTISE

NICHOLAS J. ZAGER /S/

WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

TIMOTHY SMITH /S/ ACTING FOR

GRID SPACE DETAIL IS LOCATED

SHEET ID, DETAIL IS ON

DETAIL CALL OUT

NOTES SPECIFIC TO THIS TITLE

SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM

LOCATION ON THE GRID THE TITLE ITEM IS

TEXT SCALE

TITLE OF DETAIL, PLAN OR SECTION

GRAPHIC SCALE

NORTH ARROW OF TITLE ITEM

PAPER NORTH

TRUE NORTH

GRID SPACE SECTION IS LOCATED

SHEET ID, SECTION IS ON SECTION CALL OUT

DIRECTION OF SECTION CUT

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X#XX###

SCALE: 1"=1'

1. TITLE SPECIFIC NOTES

NOTE:

0 1' 2'6"

TEXT SCALE

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CERTIFIED FINAL - READY TO ADVERTISE

PREPARE SHOP DRAWINGS THAT IDENTIFY ALL FCW.

10. NOT ALL FCW ARE LABELED ON THESE DRAWINGS. CONTRACTOR SHALL

BY MATERIAL THICKNESS.

NOT FCW MAY BE SIZED SMALLER THAN AWS D1.5 MIN WELD SIZE AS REQ'D

9. ALL FILLET WELDS TO FCM SHALL BE MIN 1/4". SOME FILLET WELDS THAT ARE

BE ADDED TO SHOP DRAWINGS AND CLOUDED FOR ENGINEER APPROVAL.

PENETRATION (CJP) GROOVE WELDS FOR PURPOSES OF BIDDING AND SHALL

8. ALL WELD SYMBOLS OMITTED SHALL BE ASSUMED COMPLETE JOINT

THREE PIECES.

7.2. THE BOLTED SPLICE ALLOWS EACH LIFTING ASSEMBLY TO BE SHIPPED IN

MEMBER DESIGNATIONS AS SHOWN IN THE SPLICE DETAILS.

7.1. THE BOLTED SPLICE JOINTS SEPARATE THE FRACTURE CRITICAL

SPLICE AREAS SHALL BE AN APPROVED SLIP CRITICAL PRIMER ONLY.

ARE DESIGNATED AS SLIP CRITICAL. THEREFORE, APPLIED COATING IN

7. THE BOLTED SPLICE OF WIDE FLANGE SECTIONS SHOWN ON SC501 AND SC521

59 13. COR TO WITNESS BALANCING & LATCHING MECHANISM.

PROPER OPERATION AND ADJUSTMENTS MADE ACCORDINGLY, PER SPEC 05

6. AFTER FINAL ASSEMBLY, LATCHING MECHANISM SHALL BE TESTED FOR

TYPICAL ATTACHMENT DETAILS ON SC508 AND SC528.

ADDED AS NECESSARY TO BALANCE EACH LIFTING BEAM AS SHOWN IN

DETERMINE ACTUAL CENTER OF GRAVITY (CG). STEEL PLATES SHALL BE

5. LIFTING BEAM SHALL BE FULLY SHOP ASSEMBLED AND CRANE ELEVATED TO

-EACH PART TO HAVE A PIECE MARK.

TOLERANCES TO BE ALLOWED IN THE FEMALE PART.

-ALL MALE PARTS TO BE MADE TO DIMENSIONS SHOWN. THE NECESSARY

-ALL EDGES SHOWN ROUND TO HAVE A RADIUS OF 0.25"

-ALL EDGES SHOWN SHARP TO HAVE AN APPROXIMATE RADIUS OF.02"

4. EXCEPT WHEN STATED OTHERWISE -

055913.

SHALL BE IN ACCORDANCE WITH AWS D1.5 AND SPECIFICATION SECTION

FRACTURE CRITICAL AND SHALL BE TESTED I. A.W. AWS D1.5. ALL WELDING

3. ALL WELDS TO FRACTURE CRITICAL MEMBERS SHALL BE CONSIDERED

CONNECTIONS TO BE CONTINUOUS FILLET WELDS ON BOTH SIDES.

2. EXCEPT AS SHOWN OR NOTED, PLATE AND STRUCTURAL SHAPE

PROCEDURES WITH NO PRE-QUALIFICATION REQUIRED.

SC508, SC527 AND SC528 CAN BE ASTM A36 STEEL. WELDED USING AWS D1.5

YOKE SUPPORT AND ALUMINUM WALKWAY SUPPORT SHOWN ON SC507,

1.4 MISCELLANEOUS CHANNELS, ANGLES AND PLATES REQUIRED FOR THE

COMPONENTS OR MEMBERS.

1.3. NO WEATHERING STEEL IS TO BE USED FOR ANY LIFTING BEAM

A709 TO A572 MATERIAL.

A572 GRADE 50, AND WILL REQUIRE WPS QUALIFICATIONS FOR WELDING

DESIGNATED FRACTURE CRITICAL SHALL CONFORM TO ASTM DESIGNATION

1.2. ALL STRUCTURAL MEMBERS, BARS AND PLATES THAT ARE NOT

TOUGHNESS.

SHALL CONFORM TO ASTM DESIGNATION A709 GRADE 50, WITH ZONE II

1.1. ALL MEMBERS IDENTIFIED AS FRACTURE CRITICAL MEMBERS (FCM)

1. ALL STRUCTURAL STEEL FOR LIFTING BEAM SHALL BE AS FOLLOWS:

GENERAL NOTES

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ABBREVIATIONS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

COVERCOV

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CORNERCNR

CLEAR(ANCE)CLR

CLOSURECLOS

CONTRACT LIMIT LINECLL

CENTER LINECL

COMPLETE JOINT PENETRATIONCJP

CIRCULARCIRC

CAST-IN-PLACECIP

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHAMFERCHFR

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

CAPACITYCAP

BOTH WAYSBW

BETWEENBTWN

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BOTTOMBOT

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BED JOINTBJT

BEVELBEV

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

ASPHALTASPH

ASBESTOSASB

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ANCHOR AHR

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ALUMINUM CABLE STEEL REINFORCEDACSR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ABOVEABV

ANCHOR BOLTAB

ANGLEL

FORGEDFRG

FRAMEFR

FLEXIBLEFLEX

FLOORFLR

FLUSH JOINTFJT

FIXTUREFIXT

FINISHFIN

FIGUREFIG

FLAT HEADFH

FRACTURE CRITICAL WELDFCW

FRACTURE CRITICAL MEMBERFCM

FAHRENHEITF

EXTERIOREXT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXCAVATEEXC

ESTIMATE(D)EST

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

ENCLOSE(URE)ENCL

EMERGENCYEMER

EXPANDED METAL EM

ELEVATION - GRADE OR BUILDINGEL

EACH FACEEF

EACHEA

EASTE

DRAWINGDWG

DOWNDN

DAMPERDMPR

DEAD LOADDL

DIVISIONDIV

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DEPARTMENTDEPT

DEMOLITIONDEMO

DEGREEDEG

DOUBLEDBL

DATUMDAT

CUBIC YARDSCU YD

CUBIC FEETCU FT

COPPERCu

CENTERCTR

CENTER TO CENTERC TO C

COUNTERSUNKCSK

LIGHTWEIGHTLT WT

LIGHTLT

LOW POINTLPT

LONGITUDINALLONG

LIVE LOADLL

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LABELLBL

POUNDLB

LADDERLAD

KEYWAYKWY

KICKPLATEKPL

JOINTJT

JUNCTIONJCT

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INCLUDEDINCL

INCHIN

INTERLOCKILK

INSIDE DIAMETERID

HYDRAULICHYDR

HEIGHTHT

HIGH STRENGTHHS

HOURHR

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HARDWAREHDW

HEAVY DUTYHD

HANDICAPPEDHCP

HOLLOW COREHC

GROUTGT

GOVERNMENTGOVT

GASKET(ED)GKT

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GAGEGA

FUTUREFUT

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

PRESSED STEELP.S.

PROJECTPROJ

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

POUNDS PER LINEAR FOOTPLF

PLATEPL

POINT OF INTERSECTIONPI

PHASEPH

PERIMETERPERIM

PEDESTALPED

POUNDS PER CUBIC FOOTPCF

PIECEPC

PARALLELPAR

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVERHEADOH

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSCUREOBSC

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOMINALNOM

NUMBERNO

NONMETALLICNM

NOT IN CONTRACTNIC

NICKELNi

NATURALNAT

NORTHN

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

MACHINE SCREWSMS

MODIFIEDMOD.

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLWORKMLWK

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

MEMBRANEMEMB

MEDIUMMED

MECHANICALMECH

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MACHINEMACH

THICK(NESS)THK

TEMPORARYTEMP

TEMPERATURETEMP

TANGENTTAN

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SUSPENDEDSUSP

STRUCTURALSTRUCT

STRINGERSTR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

SQUARE HEADSQHD

SQUARESQ

SPECIAL FINISHSP FIN

SPECIFICATIONSPEC

SPECIALSPCL

SPACERSPC

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SIMILARSIM

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SEQUENCESEQ

SECTIONSECT

SCHEDULESCHED

SOLID CORESC

SOUTHS

RIVETRVT

REVERSERVS

REVOLUTIONS PER MINUTERPM

ROUNDRND

ROOMRM

RAILINGRLG

RIGHT HANDRH

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGISTERREG

REFERENCEREF

RECEIVERRCVR

RUBBERRBR

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

POLYVINYL CHLORIDEPVC

POINTPT.

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

YARDYD

WIDTHWTH

WEIGHTWT

WATERSTOPWS

WORKING POINTWP

WEATHERPROOFWP

WITHOUTW/O

WORK SHOPWKSH

WIDE FLANGEWF

WOODWD

WOOD BLOCKINGWBL

WITHW/

WESTW

VOLUMEVOL

VOLTV

UTILITYUTIL

UNFINISHEDUNFIN

TYPICALTYP

TRANSVERSETRANS

TOP OF STEELTOS

TOLERANCETOL

TOP OFTO

THRESHOLDTHRES

M E

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30 / 9-12

30/9 - 13

30/9 - 9

30/9 - 7

30/9 - 8

30/9 - 111 1/2"

31'-6"1'-5 1/4"3"

1'-8 1/4"

51'-0" CENTER TO CENTER OF HOOKS

57'-0" 57'-0"

31'-6" 1'-5 1/4" 3"

1'-8 1/4"

2'-3"

30/9 - 9

30/9 - 13

30/9 - 11

30/9 - 12

30/9 - 7 30/9 - 8

1 1/2"117'-4 1/2" +/- 1/8"

ALL STIFFENERS NOT SHOWN FOR CLARITY

30/8 - 7

30/8 - 330/8 - 330/8 - 7

ALL STIFFENERS NOT SHOWN FOR CLARITY

7 TO BE DETERMINED DURING FABRICATION.

PRIOR TO SUBMITTAL. EXACT LENGTH OF 30/8 -

CONNECTION DETAILS ON SHOP DRAWINGS

DETAIL DIMENSIONS, MEMBERS SIZES, AND

OPERATION OF LATCH RELEASE MECHANISM.

SUPPORT WILL NOT INTERFERE WITH

- 7 NEAR MID POINT OF ROD SUCH THAT

PROVIDE PERMANENT SUPPORT FOR ROD 30/8

30/9 - 1

FCM

YOKE

W14'S BETWEEN SPLICES ARE FCM

(FCM)

30/9 -10

(FCM)

30/9 - 2

SLING

"ASME BTH-1 DESIGN CATEGORY A, SERVICE CLASS O"

STENCIL "MANUFACTURED AND TESTED BY XXXXX ON (DATE)"

OUTSIDE OF BEAM WEBS.

CAPACITY. LOCATE NEAR CENTER OF BOTH W14'S ON

STENCILED LIFTING BEAM WEIGHT AND RATED

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A1S-101

SCALE: N/S

30/8 - 3

HOOK PIN CL

(T Y

RATED CAPACITY 99,200 LBS

WT. XX,XXX LBS

DOWNSTREAM ELEVATION VIEW

C L O

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CL SPLICE

STRUCTURAL WIDE FLANGE MEMBERS TO OPP SPLICE ARE FRACTURE CRITICAL MEMBER (FCM)

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F E

SEE SHEET S-301 FOR PART NUMBER SHEET REFERENCE.3.

YOKE SUPPORT NOT SHOWN FOR CLARITY. SEE SHEET SC507.2.

LIFTING BEAM IS SYMMETRICAL ABOUT CENTERLINE.1.

GENERAL NOTES

CERTIFIED FINAL - READY TO ADVERTISE

S-301

30/8 - 13 30/8 - 7

30/8 - 4

30/10 - 12 30/10 - 13

30/10 - 9

30/10 - 4

30/10 - 11

30/10 - 18

30/8 - 10

30/10 - 3

30/8 - 16

30/9 - 5

30/8 - 4

30/9 - 8

30/9 - 7

30/9 - 11

30/9 - 12

30/10 - 12

30/10 - 11

30/9 - 13

30/10 - 9

30/9 - 14

30/9 - R

30/9 - L

30/9 - 5

30/9 - 9

30/9 - L

30/9 - R

30/9 - F

30/10 - 4

30/10 - 13

30/8 - 11

30/10 - 7

30/10 - 17

30/10 - 2

30/10 - 6

30/10 - 1

30/9 - A

30/9 - P

30/8 - 3

30/8 - 1

CENTER OF GRAVITY

30/10 - 14

30/9 - H

30/10 - 8

30/10 - 17

30/9 - 15

30/10 - 22

30/10 - 16

30/9 - P

30/9 - A

30/9 - 3

30/9 - 4

30/9 - E

30/9 - 6

30/9 - R

30/9 - N

30/8 - 6

SHOWN FOR CLARITY

SUPPORT FRAME NOT

LOWER SECTION OF

AS SHOWN

THE CENTER OF GRAVITY OF PICK-UP

ACCURATELY ALIGNED IN RELATION TO

1 3/8" X 4" SO THAT THE HOOKS ARE

WELD IN PLACE 2 BEVEL STOPS 3 1/2" X

HOOK AGAINST STOP

30/9 - 6

30/9 - 4

30/8 - 11

30/10 - 17

30/9 - 15

30/10 - 16

30/10 - 2

30/10 - 6

30/10 - 15

30/10 - 21

30/8 - 12

30/10 - 22

30/10 - 21

30/8 - 9

30/9 - C

30/9 - 3

30/9 - E

30/9 - 6

30/8 - 1

30/8 - 13

30/10 - 9

30/10 - 4

30/10 - 13

30/8 - 4

30/10 - 3

30/8 - 11

(FCM)

CARRYING POSITION

HOOK IN NORMAL

(FCM)

MC18

(FCM)

W14

30/8 - 1 (FCM)

LOAD POINT

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

D Y

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S I

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G -0

.d g n

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

A S

S E

M B

L Y S

E C

N S

E1S-301

E1 END FRAME PLAN

SCALE: N/S

SECTION

SCALE: N/S

SECTION

SCALE: N/S

POE

APPLICABLE.

TOLERANCES SPECIFIED BY ANSI B.4 RUNNING FIT, RC7, RC8 OR RC9 AS

DIMENSIONS OF ALL PINS, SHAFTS, RODS & PARTS SHALL BE WITH IN 1.

GENERAL NOTES

30/8 - 9

30/9 - C

30/9 - 3

30/9 - 15

30/9 - E

30/10 - 15

30/9 - 6

30/8 - 1

30/10 - 19

30/9 - 430/8 - 6

30/8 - 12

30/10 - 7

30/9 - A

30/8 - 3

30/10 - 6

30/10 - 16

30/9 - N

30/10 - 20

30/8 - 11

30/10 - 17

30/9 - P

30/10 - 1

30/10 - 2

30/10 - 8

30/10 - 1430/9 - 12

30/9 - R

30/10 - 11

30/8 - 4

30/9 - H

30/9 - 11

30/9 - L

30/9 - 13

30/9 - 9

30/10 - 9

30/9 - 14

30/9 - F

30/9 - 7

30/9 - 8

30/8 - 7

30/10 - 3

30/10 - 18

30/8 - 13

30/8 - 10

30/8 - 16 30/10 - 13

30/9 - 5

30/10 - 12

30/10 - 4

MARK SHEET

SC503

SC505

SC503

SC504

SC503

SC505

MARK SHEET MARK SHEET

SC504

SC506

SC505

SC504

SC505

SC504

SC505

SC506

SC503

SC505

SC506

SC505

SC506

SC504

SC506

SECTION

SCALE: N/S

LATCH HOOK ASSEMBLY

LATCH HANDLE ASSEMBLY

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

SC50630/10 - 22

30/10 - 21 SC506

SC50530/9 - 10

W A

D Y

S Z

R O

S S C

F E

30/9 - 2 SC505

30/9 - 1 SC504

X K -1

-B -0

M A

R C

CERTIFIED FINAL - READY TO ADVERTISE

S-101

(LENGTH TBD DURING FABRICATION)

S-301

6" 6"

1'-0" 1'-0" 1'-0"

4 1/16"

(9 EACH SLING LOCATION)

PLATE - 1/2" X 5" X 1'-0 5/8" (36 TOTAL) W5X16

PLATE - 6" X 1/2" X 6"

W14

2 - C5X9

C18X18.75 2 - C5X9

2 - C5X9

W.P.

W.P. W.P.

W.P.

EXCEPT AS NOTED

SYMMETRICAL ABOUT CL

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

1'-11 5/8" 5'-0" 24' - 6 3/8"

31' - 6"

SPLICE

BEND LINE AND CL OF

W14X90

W14X99

1' - 11 7/8"

SPLICE

BEND LINE AND CL OF

2 - 1" DIA. DRAIN HOLES

PLATE 3/4" X 1/2" X 8" (F.S.)

PLATE 2 1/4" X 1/2" X 8" (N.S.)

PLATE 1/2"X3 1/2" X 10"

FLANGES OF MC18X42.7

TRIM TO FIT FLUSH BETWEEN

4 PLATES - 3"X 3/4" X 1'-4 13/16"

5" 5"

PLATE 1/2" X 9 1/4" X 1'-0"

MC18X42.7

1 1/2"

O U

T T

O O

U T R

O L L E

R S

C L R

O L L E

117' - 4 1/2" OUT TO OUT OF GUIDE ROLLERS +/- 1/8"

114'-0" CTR. TO CTR. OF REACTION ROLLERS +/- 1/4"

FOR CLARITY

GRATING NOT SHOWN

SEE SHEET SC508,

WALKWAY 30' X 2'

3/4" PLATES (FCM)

SLING CONNECTION (FCM)

SEE SHEET SC301

ON REQ'D SIDE OF EACH END OF LIFTER.

APPROX LOCATION OF COUNTERWEIGHTS

CRITICAL - TYP 4 PLACES

BOLTED SPLICE, SLIP

W14X99 (FCM)

2-MC18x42.7 (FCM)

FOR SLING DETAILS

DETAILS AND SHEET SC505

SHEET SC504 FOR YOKE

OF STOPLOG PICKUP. SEE

SLING YOKE OVER CENTER

W14 (FCM)

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

D Y

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S I

SC101

G -0

.d g n

D E

T R

M I

A N A

V E

D E

T R

A N A

N D E

L E

V A

S O

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

RADIUS CORNERS 1/2"

A1SC101

C1 DOWNSTREAM ELEVATION VIEW

SCALE: N/S

PLAN VIEW

W T

W T X

W T 6X

W T

CENTER OF STOPLOG PICKUP

W T

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

END OF LIFTER. SEE SHEET SC301 FOR TYP DETAIL.

COUNTERWEIGHTS FOR BALANCING LIFTER TO BE WITHIN 50 LBS ON EACH 2.

LIFTING BEAM IS SYMMETRICAL ABOUT CENTERLINE.1.

GENERAL NOTES

W A

D Y

S Z

R O

S S C

F E

M A

R C

CERTIFIED FINAL - READY TO ADVERTISE

X K -1

-B -0

SC101

SC301

SC501

D1,D3

SC501

SC502

SHOWN FOR CLARITY

SLING CONNECTION NOT

S-301

SEE PLACEMENT DETAIL A4 ON SHEET

BEVEL STOP PLATE - 1 3/8" X 3 1/2" X 4".

4 1/4"4 1/4"

SCREW 30/10 - 12

DIA. FOR 1" DIA. CAP

6 HOLES - DRILL 1 1/16"

30/10 - 2

4" 5" 1 3/8"

PICKUP

CENTER OF STOPLOG

PLATE 1/2" X 9 1/4" X 1'-0"

PLATE 1/2" X 3/4" X 8"

PLATE 1/2" X 3 1/2" 1

CLARITY

W5X16 NOT SHOWN FOR

CL HOLES BORE 5 3/8" DIA. 30/10 - 2

3/4" X 1/2"

2 PLATES: 1/4" X 1/2"

PLATE 9 1/4" X 1/2"

3" 9"

9" 7 1/4"

1'-8 3/4"

"8 /4

PLATE 1/2" X 4" X 5 3/8"

W.P. 1

W.P. 2

W.P. 1

1'-8 3/4"

3 3/8" PLATE 1/2" X 5 1/2"

1 1/2" RAD. COPE (TYP)

PLATE 1/2" X 4" X 7" (TRIANGULAR)

L 3 1/2" X 2 1/2" X 3/16"

L 2 1/2" X 2 1/2" X 3/16"

7 5/16" 9 7/16"

-1 /1

NOTCH FOR KEY 30/10 - 19

FOR SHAFT 30/8 - 6 AND

2 HOLES - DRILL 1 15/32" DIA.

5 5/8"

L 3 1/2" X 2 1/2" X 5/16"

1 15/32" D

1/4"

5 1/16" DIA. FOR PIN 30/9 - 10

PLATE 3/4 (FCM)

MC18X42.7 (FCM)

STIFFENER PLATES - 5" X 1/2"

BOLTING

ANGLE, AND W14 PRIOR TO

PAINTING. PAINT MC18X42.7,

MC18X42.7 PRIOR TO

WELD ANGLE 3" X 3" X 3/8" TO

SIDE AND EA END (FCM)

L 3" X 3" X 3/8" X 9" TYP EA

1/2" LANDING (TYP)

AND A 563 NUTS

(3) 3/4" DIA A490 BOLTS

X 6" LONG

CLAMP PLATE, 1/2" X 6" (TYP)

W14 (FCM)

1" DIA STEEL BAR X 6" LONG

BEVELED WASHERS

(2) 3/4" DIA BOLTS AND NUTS W/

FIRST PLATE TO BE MIN 1/2" X 6"

COUNTER WEIGHT PLATE 20" WIDE,

10"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

D Y

S Z

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:53:32 PM 3/1/2018

S I

SC301

G -0

.d g nW

X K -1

-B -0

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

S E

C T

N S

A6SC101

5/16

3/8

5/8

1/2

SHOWN FOR CLARITY

PLATE 1/2" X 2 1/4" X 8" NOT

3/8

5/16

SECTION MC18X42.7

A6 SECTION

SCALE: N/S

SECTION: CENTER OF PICKUP

SCALE: N/S

1" DIA DRAIN HOLES

3/8

/4 " R

CL W14

CL HOOKS

1 3/4"

12"

2 3/16"

1/4"

SEE NOTE 2

1/4

SC101

1/4 1/4

A1SLING CONNECTION

SCALE: N/S

SECTION: SLING CONNECTION

SCALE: N/S

CL STOPLOG PICKUP

3/16

(VERIFY)(VERIFY)

SCALE: N/S

DOWNSTREAM ELEVATION

SCALE: N/S

RIGHT SHAFT SUPPORT FRAME

1. LEFT SHAFT SUPPORT FRAME OPPOSITE HAND

NOTE:

SC301

3/16

SECTION: FRAME

SC301

NOTCH DETAIL

CL SLING LUG PLATES

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

FCW FCW

FCW

FCW - TYP

1/4"

TYP - FCW

(FCW)

TYP EACH SIDE

5/16

FCW

3/8

ASSEMBLY (FCW)

COMPLETE SHOP

WELD AFTER

WELD

SIDE W/ 1/4" FILLET

(FCW) SEAL BACK

PROCEDURE FOR APPROVAL FOR THIS JOINT (DYNAMICALLY LOADED).

AND FLANGE OF W14X90 AND/OR W14X99. CONTRACTOR SHALL SUBMIT WELD

2. CONTRACTOR SHALL PROVIDE COMPLETE JOINT PENETRATION WELD BETWEEN SLING PLATE

REMOVED AND JOINT GROUND OR FINISHED FLUSH.

ARE CONSUMED BY ROOT PASS OF COMPLETE JOINT PENETRATION WELD. BACKING SHALL BE

1. BACKING BAR SHALL BE CONTINUOUS AND TACK WELDED SUCH THAT TACK WELDS

NOTE:

R O

S S C

F E

SEE NOTE 1

CJP, FCW (TYP)R

TYPICAL COUNTER WEIGHT ATTACHMENT

SCALE: N/S

C L W

W P

L A

T E

TYP

4. PAINT W14 PRIOR TO ADDITION OF CW'S AFTER BALANCING THE LIFTING ASSY, DISASSEMBLE CW PLATE CONNECTIONS AND PAINT ALL PLATES.

3. CENTER HOLES ON LENGTH OF CW PLATE FOR CLAMP BOLTS.

2. LENGTH AND THICKNESS OF COUNTERWEIGHT PLATES TO BE DETERMINED DURING BALANCING OF LIFTER.

1. LOCATE COUNTER WEIGHTS AT TWO LOCATIONS NEAR LIFT POINTS (LUGS) OF W14.

NOTE:

1/4

CERTIFIED FINAL - READY TO ADVERTISE

SC301

7 SPACES @ 3" 2 7/8"2 7/8"

W.P.

PLATE 1/2"

1 1/2" (T Y P

3" (T Y P

1" T Y P

1 1/2"4 SPACES @ 2 3/4"3"

W.P.

/2 (T

Y P

/2 (T

Y P

PLATE 1/2"

1" (T Y P

1 1/2" 3 SPACES @ 3" 1 1/2"

W.P.

1" (TYP)

PLATE 1/2"

W14

W.P.

1'-0"

W.P.

PLATE 1/2"

1 1/2" 3"

2 3/4"

1 1/2"

1 1/2" 3"

2 3/4"

3" 1 1/2"

P A

C E

S /2

1 1/2" 1 1/2" 3" 3" 3"

1/4"

1/2" OPEN JOINT

EACH SIDE OF WEB

BENT PLATE - 10 1/2" X 3/8" X 12"

2 3/4"

TOP AND BOTTOM

SIDE OF EACH FLANGE -

FLANGE GEOMETRY EACH

PLATE - 3/8" CUT TO MATCH

TOP AND BOTTOM

SIDE OF EACH FLANGE -

FLANGE GEOMETRY EACH

PLATE - 3/8" CUT TO MATCH

SURFACES ONLY.

SLIP CRITICAL PRIMER ON FAYING

OF BEAM OR SPLICE PLATES. USE

VINYL PAINT ON CONTACT SURFACES

SLIP CRITICAL SPLICE PLATES - NO

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

D Y

S Z

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:53:38 PM 3/1/2018

S I

SC501

G -0

.d g nW

X K -1

-B -0

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

C O

N N

E C

N D

E T

A8SC101

CONNECTION DETAIL

A5SC101

A3SC101

A1SC501

CONNECTION DETAILCONNECTION SECTION

WT6X8

3/8

D9SC101

D1SC101

SCALE: N/S

D3SC101

SCALE: N/S

RIGHT HAND UPSTREAM

CL SPLICE

D3 D1

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

RIGHT HAND DOWNSTREAM

SPLICE PLATE - SPLICE PLATE - SPLICE PLATE - ELEVATION

3/8

R O

S S C

F E

2. PLATE MATERIAL A572 GR. 50

1. SLIP CRITICAL CONNECTION

NOTE:

2. PLATE MATERIAL A572 GR. 50

1. SLIP CRITICAL CONNECTION

NOTE:

2. PLATE MATERIAL A572 GR. 50

1. SLIP CRITICAL CONNECTION

NOTE:

3. PLATE MATERIAL A572 GR. 50

2. WT AND W14 MATERIAL A709 GR. 50

1. OTHER LOCATIONS SIMILAR

NOTE:

2. PLATE MATERIAL A572 GR. 50

1. WT AND W14 MATERIAL A709 GR. 50

NOTE:

2. PLATE MATERIAL A572 GR. 50

1. WT AND W14 MATERIAL A709 GR. 50

NOTE:

2. PLATE MATERIAL A572 GR. 50

1. WT AND W14 MATERIAL A709 GR. 50

NOTE:

CERTIFIED FINAL - READY TO ADVERTISE

CRITICAL CONNECTIONS.

PRETENSIONED CONNECTIONS UNLESS OTHERWISE NOTED FOR SLIP

APPLY ONLY ZINC RICH PRIMER ON ALL FAYING SURFACES OF ALL 2.

A-490, UNLESS OTHERWISE SPECIFIED.

ALL BOLTS SHALL BE 3/4" DIA. HIGH STRENGTH IN ACCORDANCE WITH ASTM 1.

GENERAL NOTES

SC501

PLATES - 4 1/2" X 3/8"

PROVIDE FLUSH FIT

FLANGES OF W14 TO

CLIP TOP AND BOTTOM

2' - 2 3/8"THICKNESS ON W14X90 SIDE ONLY

ADD/WELD SHIM PIS <= 1/8"

2 3/8"

ONLY FOR 8 3/4" DIA. ROLLERS

SCREW 30/9 - F IN OUTER CHANNELS

DRILL AND TAP HOLES FOR 1/2" DIA. CAP

SHOWN FOR CLARITY

8 3/4" DIA. ROLLER NOT

+ .002 -.000 DIA. FOR PIN 30/9 - 8

DRILL AND REAM HOLES 3.750"

C18X18.75

1' - 2 1/4"

2' - 2 3/8"

4 3/8"

11 1/2" 5 5/8" 3' - 5 15/16" 3"

5'-2" OUT TO OUT OF ROLLERS

2 - C5X9

4 PLATES - 4 1/2" X 3/8"

2 - C5X9

FOR PIN 30/9 - 12

DRILL HOLES 1 49/64" DIA.

SHOWN FOR CLARITY

6" DIA. ROLLER NOT

1/4"

6 3/4" 2 1/2"

2"7 1/4"

PLATE 1/8"

C5X9

2 1/2"

1" 9 3/16"

2 1/4"

PIN 30/8 - 10

DRILL 1 1/2" DIA. HOLE FOR

(UPSTREAM CHANNEL ONLY)

DIA. FLAT HD. MACH. SCREW 30/9 - S

2 HOLES - DRILL AND TAP FOR 3/8"

19. SEE NOTCH DETAIL C5 ON SC301

30/8 - 6 AND NOTCH FOR KEY 30/10 -

DRILL 1 15/32" DIA. HOLE FOR SHAFT

LEVEL ASSEMBLY

ACCOMMODATE LATCH RELEASE

NOTCH UPSTREAM CHANNEL TO

1' - 5 1/4"

2 1/2"

8 7/8"

19. SEE NOTCH DETAIL C5 ON SC301

30/8 - 6 AND NOTCH FOR KEY 30/10 -

DRILL 1 15/32" DIA. HOLE FOR SHAFT

FOR PIN 30/8 - 10

DRILL 1 15/32" DIA. HOLE

FOR PIN 30/9 - 12

DRILL 1 49/64" DIA. HOLES

FOR PIN 30/9 - 12

DRILL 1 49/64" DIA. HOLES

W14

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:53:42 PM 3/1/2018

S I

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.d g nW

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D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

L L E

R D

E T

CL ROLLER

1/4

A7SC101

C1 ROLLER DETAIL

SCALE: N/S

CL BULKHEAD PICKUP

C L R

O L L E

5/16

A1SC502

1/8

DETAIL

1. TYPICAL AT ALL ROLLER CONNECTIONS

NOTE:

ELEVATION

SCALE: N/S

SC502

CL 8 3/4" DIA. ROLLERS CL END ROLLER

SCALE: N/S

SECTION

1/4

1/4TO W14 JOINTS

TYP AT ALL END FRAME

SCALE: N/S

SECTION

Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

R O

S S C

F E

FLANGES

INTERSECTING CHANNEL

CJP TYP AT ALL

(1/4)

RC8.

ALL HOLE TOLERANCES FOR PINS SHALL BE I.A.W. ANSI B4.1 RUNNING FIT 1.

GENERAL NOTES

SC502

7/8"

7/8" 5/16"

3 1/2"

5 3/4"

CASE HARDEN

CUT TEETH AND

8 7/8"

4.94"

1" DIA. PIN 30/10 - 16

DRILL 1 1/64" DIA. FOR

3/8"

4 3/4"

2 1/4"

9 1/2"

4 3/4" 4 3/4"

1/2" 1/2"

6" 1 3/4"

CAP SCREWS 30/9 - G

HOLES FOR 5/8" DIA.

DRILL AND TAP 2

1 3/4"

3/4"

3 1/2"

1/2" R.

PLACED. SEE SPECIFICATIONS.

AFTER WELDS HAVE BEEN

RELIEF HEAT TREATMENT

HOOK SHALL RECEIVE STRESS

ROUGH GRIND

1 1/2" R.

2 1/2" 2 1/2"2 1/2" 2 1/2"

9'-10"

30'-4 3/4"

PIN 30/9 - A

FOR 1/8" DIA. COTTER

DRILL 5/32" DIA. HOLE

STD. WASHER

TURNBUCKLE 30/9 - C

13 THREADS PER INCH

AND STD. HEX. NUT

LEFT HAND THREAD

AND STD. HEX NUT

RIGHT HAND THREAD

1/2" DIA.

1/4" R.

STD. WASHER

30/9 - A

1/8" DIA. COTTER PIN

DRILL 5/32" HOLE FOR

13 THREADS PER INCH

STD. HEX. NUT

1 3/4"

3/16"

1 1/2"

1.60"

CSK. BOTH SIDES

FOR 1/2" DIA. ROD 30/8 - 7

DRILL 9/16" DIA. HOLE

2 1/2"

1 1/4" 1 1/4"

1/2"

30/9 - K

3/8" DIA. SET SCREW

DRILL AND TAP FOR

17/32"

1 1/2"

CSK. BOTH SIDES

FOR 1/2" DIA. ROD 30/8 - 7

DRILL 9/16" DIA. HOLE

1 3/8" 1 3/8"

2 3/4"

1/2"

2 1/2"

1'-4 1/2"

KEYWAY, FOR 30/10 - 15

4.19"

3/4"

2 7/8"

3/8"

1 1/4" 1 1/4"

2 1/2"

1/2"

1" 1"

SET SCREW 30/9 - K

DRILL AND TAP FOR 3/8" DIA.

1 1/2"

" 3 /4

DRILL 1 29/64" DIA.

DIA. SET SCREW 30/9 - K

DRILL AND TAP FOR 3/8"

X 1 5/8" LG.

PRESS FIT. PIN 1/2" DIA.

DRILL AND REAM FOR

3/8" SLOT

1 3/8" 1 3/8"

2 3/4"

1/2" 1/2"

9/16"

3/8"

2 1/2"

1/2"

3/4"

HEAD SCREW. 30/9 - J

3/8" DIA. COUNTERSUNK FLAT

DRILL 2 HOLES 19/32" DIA. FOR

9' - 10" 5 1/16" 9'-10 5/8" 5 1/16"

1/4" R.

1.60"

30/9 - S

CAPSCREW 3/4" X 1 1/2",

LOCK WASHER 30/9 - T

PLATE 6" DIA X 1/2"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

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SC503

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D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

L A

T C

H D

E T

5/16

'-4 /2 " R

5/16

1 1/2" R.

5/16

" R

R .6 1

/2" R

1 1/4" R.

1 3/4" R.

2 1/2" R.

10" R.

1'-7" R

G R

BOTTOM

SCALE: N/S

ROD

LEVER LEVER

HOOK PIN

MAKE 23. MARK 30/8 - 3

77 LBS. EA.2. AISI 4140 ALLOY STEEL

1. FCM

NOTE:

3/16

LEVER

4 1/4" R

RATCHET

L.H. R.H. L.H. R.H.

LEVER

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

LATCH HOOK - FCM

R O

S S C

F E

RC8.

ALL HOLE TOLERANCES FOR PINS SHALL BE I.A.W. ANSI B4.1 RUNNING FIT 2.

SPECIFIED.

ALL SURFACE FINISHES TO BE 64 MICRO INCHES UNLESS OTHERWISE 1.

GENERAL NOTES

FCW

5/16

3. PAINT AFTER ASSY AND ADJUSTMENT

MAKE 22. MARK 30/8 - 7

19.9 LBS EA.1. A572 STEEL ROD

NOTE:

MAKE 22. MARK 30/8 - 9

4.5 LBS EA.1. A572 STRUCTURAL STEEL

NOTE:

MAKE 22. MARK 30/8 - 12

5.4 LBS EA.1. A572 STRUCTURAL STEEL

NOTE:

3/16

MAKE 22. MARK 30/10 - 3

5.7 LBS EA.1. A572 STRUCTURAL STEEL

NOTE:

MAKE 22. MARK 30/8 - 11

1.6 LBS EA.1. A572 STRUCTURAL STEEL

NOTE:

3/16

MAKE 22. MARK 30/8 - 13

6.4 LBS EA.1. A572 STRUCTURAL STEEL

NOTE:

3/16

CERTIFIED FINAL - READY TO ADVERTISE

4. FOR WELDS TO A668-04 HOOK, WPS MUST BE QUALIFIED

514 LBS EA.MAKE 13. MARK 30/8 - 2 OPP. HAND

514 LBS EA.MAKE 12. MARK 30/8 - 1 AS SHOWN

1. ASTM A668 CLASS L, AASHTO ZONE II TOUGHNESS

NOTE:

MAKE 13. MARK 30/8 - 5

MAKE 12. MARK 30/8 - 4

1.70 LBS. EA. 1. A572 GR. 50 STRUCTURAL STEEL

NOTE:

4 1/2" R.

" 8" DIA.

PLATE 15 3/4" X 1/2" X 3'-11 3/4"

/4 "1 /4

BENT PLAT 1"

BENT PLATE 1"

PLATE 12" DIA. X 5/8"

PLATE 14" X 1 1/4" X 1'-7"

PLATE 12" DIA. X 3/8"

PLATE 15 3/4" X 1/2" X 3'-11 3/4"

BENT PLATE 1"

PLATE 13 5/8" X 1/2" X 3' - 4 1/4"

7" 7"

1'-2"

SYMM. ABOUT CL YOKE

BEND LINE

PLATE 1 1/4"

/2 "3'-9" 3'-9"

3'-11 3/4"

3'-4 1/4"

PLATE 1 1/4"

CL SWIVEL CLEVIS PIN

PLATE 12" DIA. X 5/8"

BENT PLATE 1"

PLATE 12" DIA. X 3/8"

BENT PLATE 1"

PLATE 1 1/4"

DRILL 2 HOLES 21/64" DIA.

5/16" X 1/8" DEEP

GREASE GROOVES

A336 OR EQUAL

TYPE FITTING

ALEMITE PIN

TAP AND INSTALL

WASHER 30/9 - L

COTTER PIN 30/9 - R

DRILL 9/32" HOLE FOR 1/4" DIA.

WASHER 30/9 - L

COTTER PIN 30/9 - R

DRILL 9/32" HOLE FOR 1/4" DIA.

WASHER 30/9 - P

1/8" DIA. COTTER PIN 30/9 - A

DRILL TWO HOLES 5/32" DIA. FOR

WASHER 30/9 - N

1/4" DIA. COTTER PIN 30/9 - R

DRILL 2 HOLES 9/32" DIA. FOR

3/8"

1/16"

3/8"

45°

7 3/4"

WASHER 30/9 - M

1/4" DIA COTTER PIN 30/9 - R

DRILL 2 HOLES 9/32" DIA. FOR

PLATE 8" DIA. X 2" PLATE 8" DIA. 2"

STND PIN - TYPE 4 PLACES

BORE 5 1/6" DIA. FOR 5" DIA.

WITH STIFFLEG DERRICK

SWIVEL CLEVIS PIN FURNISHED

BORE 5 17/32" DIA. FOR 5 1/2" DIA.

1/2" 3/4"

2 1/8" 2 1/8"

1" 1"

1 1/4"

5/8" 3/8"

3 1/4"

2 1/16"

3.18"

14.49"

4" 4"

4 3/4"

11 1/4"

7/16" 9 13/16"

10 7/8"

3/8"

10 1/4"

11"

3/8" 3/8"

1/8"

3/8" 3/8"

8 1/4"

1/8"

1/16"

3/16"

1/16"

3/16"

1 3/4" FOR 30/10 - 18

2 1/4" FOR 30/10 - 17

3/8" 3/8"

3 1/4"

1/8" 1/8"

1/8"

4 1/4"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:53:52 PM 3/1/2018

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.d g nW

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-B -0

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

5/16

L A

T C

H D

E T

1/2

3/8

1/ 2" (T

RUE

3/8

6" R . 6

1/2

YOKE

A1SC504

5/16

5/8

SC504

SPRING

AND GROUND

ENDS WOUND CLOSE

O .D

AND GROUND

ENDS WOUND CLOSE

SCALE: N/S

O .D

AND GROUND

ENDS WOUND CLOSE

SCALE: N/S

-0 .0

FINISH ALL OVER

0.102 LBS. EA.MAKE 23. MARK 30/10 - 18

0.133 LBS. EA.MAKE 42. MARK 30/10 - 17

1. BRONZE

NOTE:

MAKE 22. MAKR 30/10 - 16

0.76 LBS. EA. 1. BRONZE

NOTE:

CHAMFER

PIN PIN

NAMENCLATURE 30/9 - 3 30/9 - 4 30/9 - 5

3 7/16"1.27" 9/16"

7/16"2 9 /16"

16 GA.10 GA.

13 1/29 1/2

1 1/2"12 3/4"2 1/2"

7.83 #27.4 #

1.0"

7/16"

16 1/2

8 15 12

206 #

3 3/4"

37.5 # 655 # 15.0 #

3.18" 14.49" 2.04"

1.22" 0.82"

1/4" 1/2"

FREE LENGTH

SOLID LENGTH

OUTSIDE DIAMETER

INSIDE DIAMETER

DIAMETER OF WIRE

NUMBER ACTUAL COILS

NUMBER ACTIVE COILS

ASSEMBLED LENGTH

LOAD TO COMPRESS TO ASSEMBLED LENGTH

WORKING DEFLECTION

LOAD FOR WORKING DEFLECTION

SPRING DATA

10,500,000 FOR 30/9 - 4

11,500,000 FOR 30/9 - 3 AND 30/9 - 5

* BASED ON ASSUMED TORSIONAL MODULUS OF

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

FCW

R O

S S C

F E

MAKE 42. MARK 30/9 - 8

31.0 LBS. EA. 1. AISI 4140

NOTE:

MAKE 42. MARK 30/9 - 12

7.8 LBS. EA. 1. AISI 4140

NOTE:

MAKE 42. MARK 30/9 - 13

6.6 LBS. EA. 1. AISI 4140

NOTE:

MAKE 22. MARK 30/8 - 10

2.3 LBS EA.1. AISI 4140

NOTE:

MAKE 22. MARK 30/9 - 4

6.6 LSB. EA.1. ASTM A227-17, CADMIUM PLATED ASTM B766-86 (2015)

NOTE:

MAKE 22. MARK 30/9 - 3

0.137 LSB. EA.1. ASTM A227-17, CADMIUM PLATED ASTM B766-86 (2015)

NOTE:

MAKE 22. MARK 30/9 - 5

0.018 LSB. EA.1. ASTM A227-17, CADMIUM PLATED ASTM B766-86 (2015)

NOTE:

4140.

UNLESS NOTED OTHERWISE, ALL PINS & SHAFTS TO BE ALLOY STEEL AISI 3.

RC8.

ALL HOLE TOLERANCES FOR PINS SHALL BE I.A.W. ANSI B4.1 RUNNING FIT 2.

SPECIFIED.

ALL SURFACE FINISHES TO BE 64 MICRO INCHES UNLESS OTHERWISE 1.

GENERAL NOTES

3/8

FCW, CJP

1/2

CERTIFIED FINAL - READY TO ADVERTISE

FCW (TYP)

4. PROVIDE WELD ACCESS HOLES AS REQ'D TO FACILITATE WELD PLACEMENT AND TESTING

3. FRACTURE CRITICAL MEMBER

MAKE 12. MARK 30/9 - 1

1200 LBS. EA.1. STRUCTURAL STEEL A709 GR. 50, AASHTO ZONE II TOUGHNESS

NOTE:

SC504

1/2" DIA. CAP SCREW 30/9 - F

DRILL 2 HOLES 17/32" DIA. FOR

BRIDGE SOCKET

CAST STEEL CLOSED

ZINCED

GA. X 9'-0" LONG.

IRON SEIZING WIRE #12

WITH BRIDGE SOCKET

(4) - 2 3/4" STD. HEX. NUTS

BLOCK, PLATE 2 3/4"

STRUCTURAL STEEL BEARING

ZINCED

1 9/16" 1 9/16"

3/8"

1/16"

3/8"

1.22"

KEYWAY FOR 30/10 - 19

PIN 30/9 - R

1/4" DIA. COTTER

9/32" DIA. FOR

DRILL 2 HOLES

3/4" R.

1/2" DIA. PIN 30/10 - 17

HOLES 33/64" DIA. FOR

DRILL AND REAM 2

1/4" DIA. CAP SCREW 30/9 - H

DRILL 2 HOLES 9/32" DIA. FOR

SET SCREW 30/9 - K

DRILL AND TAP FOR 3/8" DIA.

CHAMFER BOTH SIDES

HOLE 3/4" DIA.

2 BENT PLATES 1" X 3/16"

2 PLATES 1" X 3/8" X 1 1/2"

PIN 30/10 - 18

DRILL 33/64" HOLE FOR 1/2" DIA.

11/16" R.

ROUND EDGES

4 1/2"

7/8"

1/2" R.

DIA. PAWL 30/10 - 12

DRILL 25/64" FOR 3/8"

11/16" R.

1/2" DIA. PIN 30/10 - 11

DRILL 33/64" DIA. HOLES FOR

FOR SCREW 30/10 - 11

DRILL AND TAP 3/8" DIA. HOLES

1/8" R.

1/16" R.

DIA. PIN 30/9 - 10

BORE 5 1/16" DIA. FOR 5"

SOCKET

STANDARD OPEN WIRE SPELTER

PREFORMED, WIRE-STRAND CORE.

STEEL GALVANIZED, NOT

EXTRA EXTRA IMPROVED PLOW

2 3/4" WIRE ROPE, TYPE XXIII b 6X19

4 5/8"

7 3/4"

5 1/2"

3/8"

1.22"

3/8"

1/16"

KEYWAY FOR 30/10 - 20

PIN 30/9 - R

1/4" DIA. COTTER

9/32" DIA. FOR

DRILL 2 HOLES

1 1/8"

DRILL THRU 17/32" DIA.

FOR WIRE ROPE CAPACITY

STANDARD 5" DIA PIN TO PROVIDE

2'-2"10 1/4"

3'- 0 1/4"

24' - 4 1/4" (WITH ADJUSTING NUTS CENTERED ON THREADS)

11"

M A

X /4

1 5/8"

3/8"

3/4"2"3/4"

3 1/2"

8 5/8"

1/4"

8 1/8"

1/4"

B O

R E .5

8 1/8"

1/4"

8 5/8"

1/4"

B O

R E .7

6 1/2"

1/4"1/4"

B O

R E .7

1 1/2" 1/2" 1/2"

2 1/2"

1/4"

1/4" 1/4"

2 7/8" 2 3/4" 5 1/2"

9/16"

1 7/8"1"1 3/4"4 3/4" 1"

1'-10"

3/8"

DRILL 1 29/64" DIA.

1'-3 1/4"

1 3/8"

3/4" 3/4"

1/4"

1/4" 1/4"

17/32"

3/8"

5 3/4"

3/8"

1/8"

10 1/2"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

D Y

S Z

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:53:56 PM 3/1/2018

S I

SC505

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.d g nW

X K -1

-B -0

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

L A

T C

H D

E T

SCALE: N/S

CHAMFE

3/16

SCALE: N/S

CLEVIS

KEEPER PLATE

4 6

-0 .0

ROLLER

-0 .0

KEEPER PLATE

MAKE 22. MARK 30/10 - 8

0.168 LBS. EA.1. A572 GR. 50 STEEL

NOTE:

3/16

SLOT

5/16

3/16

SCALE: N/S

MAKE 1OPP. HAND3. MARK 30/10 - 5

MAKE 1AS SHOWN2. MARK 30/10 - 4

12.0 LBS EA. 1. STRUCTURAL STEEL

NOTE:

SCALE: N/S

SECTION

SC505

3/16

SCALE: N/S

HANDLE

LEVER

SHAFT

CHAMFE

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

SHAFT

PIN MAKE 42. MARK 30/9 - 10

1. ALLOY STEEL AISI 4140

NOTE:

GENERAL NOTES

R O

S S C

F E

SLING CABLE - FCM

3. FRACTURE CRITICAL MEMBER

MAKE 42. MARK 30/9 - 2

775 LBS. EA. 1. MATERIAL AS SHOWN

NOTE:

MAKE 42. MARK 30/9 - 15

1.8 LBS. EA.1. A572 GR. 50 STEEL

NOTE:

MAKE 42. MARK 30/9 - 7

118.0 LBS. EA.1. ASTM A27-17, GR. 65-35 CLASS 2

NOTE:

MAKE 42. MARK 30/9 - 11

61.0 LBS. EA.1. ASTM A27-17, GR. 65-35 CLASS 2

NOTE:

MAKE 42. MARK 30/9 - 9

49.0 LBS. EA.1. ASTM A27-17, GR. 65-35 CLASS 2

NOTE:

MAKE 42. MARK 30/9 - 14

0.7 LBS. EA.STEEL 1. A572 GR. 50

NOTE:

5/16

MAKE 1OPP. HAND3. MARK 30/10 - 10

MAKE 1AS SHOWN2. MARK 30/10 - 9

2.8 LBS EA. 1. A572 GR. 50 STEEL

NOTE:

MAKE 22. MARK 30/8 - 6

16.0 LBS. EA. 1. AISI 4140 ALLOY STEEL

NOTE:

MAKE 22. MARK 30/8 - 16

16.0 LBS. EA. 1. AISI 4140 ALLOY STEEL

NOTE:

ALL ROLLER CASTINGS TO HAVE MIN BRINNELL HARDNESS OF 415.4.

UNLESS NOTED OTHERWISE ALL PINS & SHAFTS TO BE ALLOY STEEL AISI 3.

NOTED.

ALL SURFACE FINISH OF PINS TO BE 64 MICRO INCH UNLESS OTHERWISE 2.

RC8.

ALL HOLE TOLERANCES FOR PINS SHALL BE I.A.W. ANSI B4.1 RUNNING FIT 1.

CERTIFIED FINAL - READY TO ADVERTISE

SC505

SPRINT SEAT. STD. 1 1/4" PIPE L 5" X 3 1/2" X 1/2" X 0' - 9 1/4"

DRILL 1" DIA. HOLE

DIA. CAP SCREW 30/9 - E

DRILL AND TAP 6 HOLES FOR 1"

DIA. CAP SCREW 30/9 - H

DRILL AND TAP 2 HOLES FOR 1/4"

3/8" DIA CAP SCREW

2 HOLES - DRILL AND TAP FOR

1/2" R.

3/16" R.

ASSEMBLY WITH 30/10 - 2

DRILL 27/64" DIA. AFTER

WIDE, 1/8" DEEP

GROOVES 5/16"

GREASE

FOR ROD 30/8 - 11

DRILL AND TAP 1/2" DIA.

3/4" R.

FOR 1/2" DIA. PIN 30/10 - 17

DRILL 2 HOLES 33/64" DIA.

ASSEMBLY WITH 30/10 - 6

FITTING A684 OR EQUAL. AFTER

INSTALL ALEMITE PIN TYPE

DRILL 21/64" DIA. TAP AND

WITH 30/10 - 6

SCREW 30/9 - K AFTER ASSEMBLY

DRILL AND TAP FOR 3/8" DIA. SET

3/4" R.

PIN 30/10 - 17

DRILL 33/64" FOR 1/2" DIA.

1/4" R.

AND CASE HARDEN

GRIND SMOOTH

END OF FINISH

1" R.

WITH 30/10 - 13

BRAZE AFTER ASSEMBLY

ASSEMBLY

THREAD TO SUIT

FOR 1" DIA. PIN 30/10 - 6

DRILL 2 HOLES 1 1/32" DIA.

DRAIN HOLES 1/4" DIA. 1 1/2" STD. PIPE

1 1/2" R.

PREVENT TURNING

30/10 - 9 AND 30/10 - 12 TO

BRAZE AFTER ASSEMBLY WITH

STD. HEX. HEAD BOLT 7/16"

3/8" 3/8"

10"

3/8" 3/8"

2 1/4"

2 7/8" 4 3/8" 2 3/4"

1/2" 1/2"2 1/16"

1 1/2" 4" 5" 1 1/2"

1'-0"

1" 1"

3" 2"

/8 /2

1 1 /8"

4 1/2"

D R

1 5/8" 6" 1 5/8"

9 1/4"

/2 " 1

3/4"

3/8"

3/16"

5/16"

1/4"

3 3/4"

1/16" 1/16"

B O

R E .6

1/4" 1/4"

1 1/8"1 1/8"

2 1/4"

3/4" 3/4"

1 1/2"

3/4"

3 3/4"

4 1/4" 4 1/4"

8 1/2"

1 1/8"1 1/8"

2 1/4"

5/8" 5/8"

3/4"

B O

R E .3

/2 " 2

3" DIA

BORE 1.437 DIA.

/8 " 1

1/4"7/16"

1" 9/16"

6 1/2" 5"

3/8" 5 7/8"

1/2"

5/16" 5/16"

5/8"

1/2"2" 1"

CUT 1'-4 1/4" AFTER ASSEMBLY WITH 30/9 - 4 AND 30/8 - 1 AND 2

1' - 6"

7/16" DIA.

PER INCH

3/8" DIA. , 16 THREADS

4 3/4" FOR 30/10 - 19 USED WITH 30/8 - 6

5 1/2" FOR 30/10 - 20 USED WITH 30/8 - 16

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

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D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

L A

T C

H D

E T

5/16

DIA

5/16

3/8

3/16

42 LBS. EA.MAKE 1OPP. HAND3. MARK 30/10 - 23

42 LBS. EA.MAKE 1AS SHOWN2. MARK 30/10 - 22

1. A572 GR. 50 STEEL

NOTE:

BRACKET SECTION

MAKE 22. MARK 30/10 - 15

1.87 LBS. EA. 1. A572 GR. 50 STEEL

NOTE:

KEY

WASHER

MAKE 42. MARK 30/10 - 21

2.20 LBS. EA. 1. BRONZE

NOTE:

32FINISH ALL OVER

SHAFT

FINISH ALL OVER

BUSHING

MAKE 42. MARK 30/10 - 6

3.76 LBS. EA.1. ASTM B36-06

NOTE:

3/16

SCALE: N/S

CLEVIS

MAKE 22. MARK 30/10 - 7

1.0 LBS. EA.1. A572 GR. 50 STEEL

NOTE:

BEARING

- .000

+ .002

PAWL

MAKE 22. MARK 30/10 - 12

0.25 LBS. EA.1. A572 GR. 50 STEEL

NOTE:

64FINISH ALL OVER

MAKE 22. MARK 30/10 - 13

0.55 LBS. EA.1. BRONZE

NOTE:

PALW TIP

3/16

SPRING GUIDE

MAKE 23. MARK 30/9 - 6

5.0 LBS. EA.2. STEEL PIPE

5.0 LBS. EA.1. A572 GR. 50 STEEL

NOTE:

U N

D E

R C

U T

MAKE 22. MARK 30/10 - 11

0.105 LBS. EA.1. BRONZE

NOTE:

SCREW

30/9 - A 18 COTTER PIN STEEL 1/8" X 3/4" 30/8 - 7 AND 11; 30/10 - 17 AND 18

MARK MAKE DESCRIPTION MATERIAL SIZE USED WITH

30/9 - C 4 TURNBUCKLE

30/9 - E 12 STEEL 1" X 1 1/2"

30/9 - F 8 STEEL 1/2" X 7/8"

30/9 - G 4 STEEL

30/9 - H 4 STEEL 1/4" X 5/8"

30/9 - J 4 BRASS

30/9 - K 12 STEEL

30/9 - L 8 STEEL 1 3/4" STD.

30/9 - M 12 STEEL 1 1/2" STD.

30/9 - N 4 STEEL

30/9 - P 12 STEEL

30/9 - Q 4 COTTER PIN STEEL

30/9 - R 24 COTTER PIN STEEL

HEX HEAD CAP SCREW

FLAT HEAD MACHINE SCREW

HEADLESS SET SCREW

WASHER

FORGED STEEL 1/2"

3/8" X 2 1/4"

3/8" X 1 1/8"

3/8" X 5/8"

1" STD.

1/2" STD.

1/2" X 4 1/2"

1/4" X 2 1/4"

30/8 - 7

30/10 - 22 AND 23

30/9 - 14

30/8 - 1 AND 2; 30/10 - 15

30/10 - 8; 30/10 -22 AND 23

30/8 - 4 AND 5

30/8 - 9 AND 12; 30/10 - 2, 3, 4 AND 5

30/9 - 12 AND 13

30/8 - 6, 8 AND 10

30/10 - 16

30/10 - 17 AND 18

30/9 - 10

30/8 - 6, 8 AND 10; 30/9 - 12 AND 13; 30/10 - 16

LIST OF PARTS NOT DETAILED

EYE ROD

MAKE 23. MARK 30/10 - 20

MAKE 22. MARK 30/10 - 19

0.096 LBS. EA. 1. A572 GR. 50 STEEL

NOTE:

R O

S S C

F E

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

5/16

NOT REQ'D

PRE-QUALIFICATION

MAKE 22. MARK 30/10 - 14

2.07 LBS. EA. 1. AISI 4140 ALLOY STEEL

NOTE:

3. FCM

MAKE 42. MARK 30/10 - 2

36.0 LBS. EA.1. A709 GR. 50 STEEL

NOTE:

MAKE 22. MARK 30/10 - 1

8LBS. EA. 1. ASTM A27-17 GRADE 65-35, CLASS 2

NOTE:

CERTIFIED FINAL - READY TO ADVERTISE

30/9 - S 2 3/4" X 1 1/2"

30/9 - T 2

CAPSCREW

LOCK WASHER

A193-91a

ASME B18.21.1 3/4" STD

30/8 - 3

SC506

2" DIA

CL OR MIDDLE OF LIFTER

1 1/2" DAI BAR (11)

3/8" PLATE

C6X10.5

2 X 13/16" DIA FOR 3/4" DIA A325 BOLTS

1 1/2" DIA BAR

W14 - TYP 4 PLACES

BOLT TO FLANGE OF

C6X10.5

(2) 3/4" DIA BOLTS & NUTS

W14, FCM

TOP FLANGE OF W14, FCM

2'-7 1/2"

2'-8" 2'-4"

8'-4"

1'-2"

8'-4"

5'-0 1/2"

3"'

1 1/2" 1 1/2"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

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K C

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P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

1/4 3-6

SCALE: N/S

1/4

BOTH ENDS OF ITEM 1

1/4

BOTH ENDS OF ITEM 1

SCALE: N/S SCALE: N/S

D8SC507

1. MATERIAL: ASTM A36 C6 X 10.5

NOTE:

A1 Z-502-2

SCALE: N/S

MARK MAKE DESCRIPTION

LIST OF PARTS

ASTM A36 C6X10.5

Z-502-1

ASTM A36 3/8" PLATE

Z-502-2

ASTM A36 1 1/2" DIA X 10"

QUANTITIES ARE FOR ONE ASSEMBLY AS SHOWN.

* BUILD ONE AS SHOWN, BUILD ONE OPPOSITE, PLAN: YOKE SUPPORT

SECTION: YOKE SUPPORT SECTION: YOKE SUPPORT

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

Y O

K E S

U P

P O

R T

BOLT 3/4" A325

812 NUT 3/4" A325

SCALE: N/S

Z-502-1

C L W

R O

S S C

F E

2. USE EITHER 1 1/2" PLATE OR (2) 3/4" PLATES

1. MATERIAL: ASTM A36

NOTE:

PROCEDURES WITH NO PRE-QUALIFICATION REQ'D.

ALL WELDING SHOWN ON THIS SHEET TO BE DONE USING AWS D1.5 2.

ASTM A36. ASTM A709 AND A572 MATERIAL MAY BE SUBSTITUTED.

MISCELLANEOUS STEEL SHAPES AND PLATES SHOWN ON THIS SHEET TO BE 1.

GENERAL NOTES

1/4

SECTION: CHANNEL CONNECTION

1/4

CL Z502-2 & 3/4" DIA BOLTS

SC507

CL 3/4" DIA BOLTS & NUTS1210

CERTIFIED FINAL - READY TO ADVERTISE

SC507

AROUND ENTIRE PARIMETER

GRATING PLACEMENT, 24" CENTER

TYPICAL ARRANGEMENT FOR FLOOR

I-BEAM (2 PLACES)

COPE VERTICAL ANGLE IRON FLANGE FOR

BOLTED ONLY.

3/16" X 3" X 3" SUPPORT ANGLES TO BE

END OF 3/16" X 3" X 3" ANGLE

TYPICAL MOUNT FOR EACH

STAMPED BY A PROFESSIONAL ENGINEER.

WILL BE AN ENGINEERED SYSTEM THAT IS

WALKWAY. THE HORIZONTAL LIFELINE SYSTEM

LIFELINE FOR PERSONNEL ACCESSING THE

CONTRACTOR TO INSTALL A HORIZONTAL

1/2" DIA

7 9 10 20 13 18

7.02" 4'-0" ON CENTER (TYP)

4'-0" ON CENTER (TYP)

1 1/2" 1 1/2"

3/4"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

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D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

P O

E L

O C

POE

W A

L K

W A

SCALE: N/S

PLAN: WALKWAY

SCALE: N/S

ELEVATION: WALKWAY

1/4

TYPICAL (12 PLACES) ON 2" X 2"X 3/16" ANGLE

3/16

BOTH ENDS

1/16

1/4

(1/4)

TYP (4 PLACES)

MARK MAKE DESCRIPTION

20 1

21 2

22 2

23 2

COATED SOCKET HEAD CAP SCREW

COATED HELICAL SPRING LOCK WASHER (INCH SERIES)

COATED HEX NUT

ANGLE STEEL

COATED HEX BOLT - UNC (REGULAR THREAD - INCH)

COATED WASHER A

COATED HEX NUTS (INCH SERIES) HEX NUT

PART NUMBER

SEAGE-LOCKED 24" X 360"

SERRATED ALUM

GRATING ALUM 3/16 X 1 19S4

AISC - L 2.5" X 2.5" X 3/16" - 24"

AISC - L 2.5" X 2.5" X 3/16" - 360"

AISC - L 2" X 2" X 3/16" - 24"

3/16" X 2" X 24" FLAT BAR

.75" X 3" X 3" SPACER BLOCK

AISC - L 3" X 3" X 3/16" - 96"

AISC - L 3" X 3" X 3/16" - 86"

AISC - L 3" X 3" X 3/16" - 62"

AISC - L 3" X 3" X 3/16" - 38"

AISC - L 3" X 3" X 3/16" - 73.5"

5/16" X 1.75 CNTR SINK WASHER AND NUT

BAR GRATING CLIP

ANSI - B 18.3 - 1/4 - 20 UNC - 1 3/4 HS HCS

ASME B18.21.1 - 1/4

ANSI B18.2.2 - 1/4 - 20

AISC - L 3" X 3" X 3/16" - 51"

ANSI / ASME B18.2.1 - 1/2 - 13 UNC - 2

ASTM F436 - 1/2

ANSI B18.2.2 - 1/2 - 13

LIST OF PARTS

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

R O

S S C

F E

1. BREAK ALL EDGES

ANGLE

PLATE

SPACER BLOCK DETAILS

CERTIFIED FINAL - READY TO ADVERTISE

RIGHT END SHOWN, LEFT END IS MIRROR IMAGE

GRATE MATERIAL: ALUMINUM

* STEEL ANGLE AND PLATE MATERIAL : A709, A572 OR A36 STEEL

SC508

20'-11" 42'-8" CENTER TO CENTER OF HOOKS

42'-3" 42'-3"

20'-11"

2'-3"

87'-1"+/-1/8"

STIFFENERS NOT SHOWN FOR CLARITY

S-4-3 S-4-3

STIFFENERS NOT SHOWN FOR CLARITY

PRIOR TO SUBMITTAL.

CONNECTION DETAILS ON SHOP DRAWINGS

DETAIL DIMENSIONS, MEMBER SIZES, AND

OPERATION OF LATCH RELEASE MECHANISM.

SUPPORT WILL NOT INTERFERE WITH

S-4-11 NEAR MID-POINT OF ROD SUCH THAT

PROVIDE PERMANENT SUPPORT FOR ROD

1 1/2" 1 1/2"

15 1/2"

S-4-11 S-4-11

W18 WIDE FLANGES ARE FCM BETWEEN SPLICES

(FCM)

S-5-21

(FCM)

S-5-20

(FCM)

S-5-1

(FCM)

S-5-4

(FCM)

S-5-5

"ASME BTH-1 DESIGN CATEGORY A, SERVICE CLASS O"

STENCIL "MANUFACTURED AND TESTED BY XXXXX ON (DATE)"

OUTSIDE OF BEAM WEBS.

CAPACITY LOCATE NEAR CENTER OF BOTH W14'S ON

STENCILED LIFTING BEAM WEIGHT AND RATED

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

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C U

R R

E N

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D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

M A

C L

O C

PLAN VIEW

SCALE: N/S

A1S-121

SCALE: N/S

RATED CAPACITY 68,000 LBS

WT. XX,XXX LBS

DOWNSTREAM ELEVATION VIEW

E O

F S

Y M

M E

T R

MAC

A S

S E

M B

L Y P

L A

N A

N D E

L E

V A

C L O

F B

O O

F Y P

O E M

A C

A R

T H

U R L

O C

K S S

T O

P L

O G L

G A

S S

E M

B L

M A

R C

CL SPLICE

STRUCTURAL WIDE FLANGE MEMBERS TO OPP SPLICE ARE FRACTURE CRITICAL MEMBER (FCM)

C L S

P L

C L S

P L

W A

D Y

S Z

R O

S S C

F E

CERTIFIED FINAL - READY TO ADVERTISE

SEE SHEET S-321 FOR PART NUMBER SHEET REFERENCE.3.

YOKE SUPPORT NOT SHOWN FOR CLARITY. SEE SHEET SC527.2.

LIFTING BEAM IS SYMMETRICAL ABOUT CENTERLINE.1.

GENERAL NOTES

S-321

CARRYING POSITION

HOOK IN NORMAL

HOOK AGAINST STOP

S-4-13

S-6-3

S-4-4

S-6-11

S-5-7

S-6-10 S-6-8

S-6-4

S-6-9

S-6-16

S-5-12

S-5-13

S-5-7

S-6-10

S-6-9

S-5-13

S-5-12

S-6-8

S-5-6

S-5-8

S-5-9

S-4-4

S-6-4

S-6-11

S-6-12

S-6-7

BULKHEAD PICKUP AS SHOWN.

RELATION TO THE CENTER OF

HOOKS ARE ACCURATELY ALIGNED IN

FACE AND WELD IN PLACE SO THAT THE

BEVEL STOPS AT EACH HOOK. GRIND

S-4-1

S-6-14

S-5-11

S-6-21

S-6-15

S-4-7

S-4-12

S-5-11

S-5-2

S-6-X

S-5-3

S-4-3

S-5-10

S-6-AA

S-4-1

S-6-19

S-6-Y

SHOWN FOR CLARITY

SUPPORT FRAME NOT

LOWER SECTION OF

S-6-1

CENTER OF BULKHEAD PICKUP

S-6-6

S-6-15

S-6-2

S-6-5

S-6-W

S-4-5

S-4-11

S-4-9

S-4-6

S-4-5

S-4-10

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

W A

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:54:22 PM 3/1/2018

S I

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D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M E

L B

M A

C L

O C

A S

S E

M B

L Y S

E C

N S

E1S-321

E1 END FRAME PLAN

SCALE: N/S

MAC

SECTION C-C

SECTION B-B

MARK SHEET

SC523

SC525

SC523

SC524

SC523

MARK SHEET

SC524

SC525

SC524

SC525

SC524

SC525

SC526

SC525

SC524

MARK SHEET

SC524

SC526

SC523

SC525

SC526

SC525

SC526

SC524

SC526

S-4-1

S-4-3

S-4-4

S-4-7

S-4-12

S-5-2

S-5-3

S-5-6

S-5-7

S-5-8

S-5-9

S-5-10

S-5-11

S-5-12

S-5-13

S-6-1

S-6-3

S-6-4

S-6-6

S-6-7

S-6-8

S-6-9

S-6-10

S-6-11

S-6-12

S-6-14

S-6-15

S-6-16

S-6-19

S-6-21

S-6-W

S-6-X SC526

S-6-Y SC526

S-6-AA SC526

S-4-5

S-4-9

S-4-10

S-6-2

S-6-5

SCALE: N/S LATCH HANDLE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.