Attachment 2 - Plans.pdf

PDF 8 MB Posted Jun 24, 2021

Attached to: MPLD LIFT GATE FABRICATION SUPPLY Federal contract opportunity
Solicitation number: W912P921R0049
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to fabricate replacement lift gates for the Melvin Price Locks and Dam main lock. The U.S. Army Corps of Engineers, St. Louis District is seeking a firm to fabricate two new steel lift gate leaves that are each over 110 feet wide and between 9 to 10 feet deep. The upstream leaf weighs approximately 400,000 pounds and the downstream leaf weighs around 475,000 pounds. The selected contractor will be responsible for furnishing all labor, equipment, materials, and incidentals necessary to perform the steel fabrication and deliver the replacement lift gates. Questions regarding the solicitation are due by July 12, 2021.

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Other files for this federal contract opportunity

Other files attached to MPLD LIFT GATE FABRICATION SUPPLY, newest first.
File	Type	Posted
Questions and Government Answers - Amendment 0001.pdf	PDF	Jul 15, 2021
Solicitation - W912P921R0049 - Amendment 0001.pdf	PDF	Jul 15, 2021
Attachment 2 - Plans - Amendment 0001.pdf	PDF	Jul 15, 2021
Attachment 1 - Specifications.pdf	PDF	Jun 24, 2021
Attachment 3 - Section L - Appendix A - Past Performance Questionnaire.pdf	PDF	Jun 24, 2021
Attachment 4 - Section L - Appendix B - Subcontractor Consent.pdf	PDF	Jun 24, 2021
Solicitation - W912P921R0049.pdf	PDF	Jun 24, 2021
Attachment 5 - Section L - Appendix C - Small Business Participation Commitment Document - SAMPLE.pdf	PDF	Jun 24, 2021

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US Army Corps of Engineers

SHEET ID

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US Army Corps of Engineers

U.S. ARMY CORPS OF ENGINEERS

MELVIN PRICE LOCKS AND DAM

MAIN LOCK LIFT GATE REPLACEMENT

ALTON, ILLINOIS

MISSISSIPPI RIVER

SOLICITATION NO.: W912P9-21-R-0049

CONTRACT NO.:

ISSUE DATE: JUNE 2021

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D A

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ABBREVIATIONSGENERAL SYMBOLS

SCALE:

DRAWING NAME### 1/8" = 1' MATERIAL TYPE

MK. XX-XXX-X

QTY: X

QTY: XX-XXX

MATERIAL SYMBOLS

DRAWING/DETAIL LOCATION DESIGNATION

SHEET NUMBER DESIGNATION WHERE FIRST REFERENCED

DRAWING/DETAIL TITLE

DETAIL DESIGNATION

SIMILAR, OR OPPOSITE HAND

DETAIL LOCATION DESIGNATION

SHEET NUMBER DESIGNATION WHERE

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

SECTION/DETAIL LOCATION DESIGNATION

SHEET NUMBER DESIGNATION WHERE (DRAWN) SHOWN

KEYNOTE#

SHEET NUMBER DESIGNATION WHERE (DRAWN) SHOWN

ELEVATION/DETAIL LOCATION DESIGNATION

KEYNOTE

NOT USED ON SHEET

BREAK LINE, MATERIAL

TO CONTINUE

DIAPHRAGM REFERENCE

GIRDER REFERENCE

REVISION DESIGNATION

ELEVATION DESIGNATION

SECTION/DETAIL DESIGNATION

DIAPHRAGM DESIGNATION

GIRDER DESIGNATION

STEEL

CONCRETE

APPROX

ALT W/

BOT

C/L

CLR

CJP

CONC

COR

DIA

DIAPH

D/S

DWG

EXIST

FCM

FCW

GALV

HORIZ

LBS

MAX

MIN

MIRR

MISC

NDT

O-O

PJP

P/L

QTY

RAD

SIM

SPEC

SST

STIFF

T&B

TYP

UNO

U/S

VERT

W W/ W/O

APPROXIMATE

ALTERNATE WITH

BOTTOM

CENTER LINE

CLEAR

COMPLETE JOINT PENETRATION

CONCRETE

CONTRACTING OFFICERS REPRESENTATIVE

DIAMETER

DIAPHRAGM

DOWNSTREAM

DRAWING

EACH FACE

ELEVATION

EACH WAY

EXISTING

FAR FACE

FRACTURE CRITICAL MEMBER

FRACTURE CRITICAL WELD

GALVANIZED

HEIGHT

HORIZONTAL

INSIDE FACE

POUNDS

LONG

MARK

MAXIMUM

MINIMUM

MIRRORED

MISCELLANEOUS

MAGNETIC PARTICLE TESTING

NEAR FACE

NON-DESTRUCTIVE TESTING

NUMBER

ON CENTER

OUTSIDE FACE

OPPOSITE

OPPOSITE HAND

OUT TO OUT

PARTIAL JOINT PENETRATION

PIECE

PLATE

QUANTITY

RADIUS

RADIOGRAPHIC TESTING

SIMILAR

SPECIFICATIONS

STAINLESS STEEL

STIFFENER

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UPSTREAM

ULTRASONIC TESTING

VERTICAL

WIDTH

WITH

WITHOUT

REVISION CLOUD

2S-001 UPSTREAM LEAF GENERAL DRAWING LAYOUT DOWNSTREAM ISOMETRIC

2S-002 UPSTREAM LEAF GENERAL DRAWING LAYOUT UPSTREAM ISOMETRIC

2S-003 UPSTREAM LEAF GENERAL DRAWING LAYOUT ELEVATIONS

2S-004 UPSTREAM LIFT GATE LEAF PLAN

2S-005 UPSTREAM LEAF END ELEVATION AND CROSS SECTION AT MID-SPAN

2S-006 UPSTREAM LEAF CONTROL DIMENSIONS

2S-007 UPSTREAM LEAF CONTROL DIMENSIONS

2S-008 UPSTREAM LEAF CONTROL DIMENSIONS

2S-101 UPSTREAM LEAF HORIZONTAL GIRDER 1 AND WATER RETAINER PLAN

2S-102 UPSTREAM LEAF HORIZONTAL GIRDER 2 PLAN AND DETAIL

2S-103 UPSTREAM LEAF HORIZONTAL GIRDER 3 PLAN AND DETAIL

2S-104 UPSTREAM LEAF HORIZONTAL GIRDER 4 PLAN AND DETAIL

2S-105 UPSTREAM LEAF HORIZONTAL GIRDER 5 PLAN AND DETAIL

2S-201 UPSTREAM LEAF DOWNSTREAM ELEVATION

2S-202 UPSTREAM LEAF END FRAMING ELEVATIONS

2S-301 UPSTREAM LEAF DIAPHRAGM SECTIONS

2S-302 UPSTREAM LEAF DIAPHRAGM SECTIONS

2S-303 UPSTREAM LEAF DIAPHRAGM SECTIONS

2S-311 UPSTREAM LEAF UPSTREAM SECTION

2S-312 UPSTREAM LEAF UPSTREAM SKIN PLATE AND INTERCOSTAL SECTIONS AND DETAILS

2S-501 UPSTREAM LEAF HORIZONTAL GIRDER 1 DETAILS

2S-502 UPSTREAM LEAF HORIZONTAL GIRDER 2 DETAILS

2S-503 UPSTREAM LEAF HORIZONTAL GIRDER 3 DETAILS

2S-504 UPSTREAM LEAF HORIZONTAL GIRDER 4 DETAILS

2S-505 UPSTREAM LEAF HORIZONTAL GIRDER 5 DETAILS

2S-506 UPSTREAM LEAF HORIZONTAL GIRDER DETAILS AND SECTIONS

2S-511 UPSTREAM LEAF DIAPHRAGM DETAILS

2S-512 UPSTREAM LEAF PICKUP LUG DETAILS

2S-521 UPSTREAM LEAF WATER RETAINER DETAILS

2S-522 UPSTREAM LEAF WATER RETAINER DETAILS

2S-523 UPSTREAM LEAF WATER RETAINER DETAILS

2S-524 UPSTREAM LEAF WATER RETAINER DETAILS

2S-525 UPSTREAM LEAF WATER RETAINER DETAILS

2S-530 UPSTREAM LEAF END FRAMING ISOMETRIC VIEWS

2S-531 UPSTREAM LEAF END FRAMING ELEVATIONS AND PLAN

2S-532 UPSTREAM LEAF END FRAMING ELEVATIONS, SECTION AND DETAIL

2S-533 UPSTREAM LEAF END FRAMING SECTIONS

2S-535 UPSTREAM LEAF END FRAMING MEMBERS DETAILS

2S-536 UPSTREAM LEAF END FRAMING - STIFFENER DETAILS

2S-537 UPSTREAM LEAF END FRAMING - RECESS SHIELD DETAILS

2S-551 UPSTREAM LEAF DOWNSTREAM SKIN PLATE DETAILS

2S-552 UPSTREAM LEAF TIMBER FENDER DETAILS

2S-561 UPSTREAM LEAF SIDE SEAL DETAILS

2S-562 UPSTREAM LEAF WATER RETAINER SEAL DETAILS

2S-563 UPSTREAM LEAF SLOT SEAL DETAILS

2S-564 UPSTREAM LEAF SLOT SEAL DETAILS

2S-565 UPSTREAM LEAF SLOT SEAL DETAILS

2S-571 UPSTREAM LEAF INTERIOR LADDER

2M-001 UPSTREAM LEAF GATE WIRE ROPE AND ROLLER CONNECTION

2M-400 UPSTREAM LEAF GATE HOIST AND COUNTERWEIGHT CONNECTION

2M-401 UPSTREAM LEAF GATE HOIST AND COUNTERWEIGHT CONNECTION DETAILS

2M-402 UPSTREAM LEAF GATE HOIST AND COUNTERWEIGHT CONNECTION DETAILS

2M-500 UPSTREAM LEAF END GUIDE ROLLER DETAILS

2E-501 UPSTREAM LEAF CATHODIC PROTECTION DETAILS

INDEX OF DRAWINGS

SHT TITLE

INDEX OF DRAWINGS

SHT TITLE

G-000 COVER SHEET

G-001 INDEX OF DRAWINGS, GENERAL SYMBOLS AND ABBREVIATIONS

G-002 PROJECT VICINITY MAP AND PROJECT LOCATION MAP

G-003 SITE PLAN

S-001 GENERAL STRUCTURAL NOTES

S-002 LIFT GATE GENERAL ASSEMBLY PLAN

S-003 LIFT GATE GENERAL ASSEMBLY SECTION AND DETAIL

1S-001 DOWNSTREAM LEAF GENERAL LAYOUT DOWNSTREAM ISOMETRIC

1S-002 DOWNSTREAM LEAF GENERAL LAYOUT UPSTREAM ISOMETRIC

1S-003 DOWNSTREAM LEAF GENERAL LAYOUT ELEVATIONS

1S-004 DOWNSTREAM LEAF GENERAL DRAWING LAYOUT PLAN

1S-005 DOWNSTREAM LEAF GENERAL DRAWING LAYOUT ELEVATION AND SECTIONS

1S-006 DOWNSTREAM LEAF CONTROL DIMENSIONS

1S-007 DOWNSTREAM LEAF CONTROL DIMENSIONS

1S-008 DOWNSTREAM LEAF CONTROL DIMENSIONS

1S-101 DOWNSTREAM LEAF NAPPE PLAN

1S-102 DOWNSTREAM LEAF HORIZONTAL GIRDER 1 PLAN AND DETAIL

1S-103 DOWNSTREAM LEAF HORIZONTAL GIRDER 2 PLAN AND DETAIL

1S-104 DOWNSTREAM LEAF HORIZONTAL GIRDERS 3 & 4 PLAN AND DETAIL

1S-105 DOWNSTREAM LEAF HORIZONTAL GIRDER 5 PLAN AND DETAIL

1S-201 DOWNSTREAM LEAF DOWNSTREAM ELEVATION

1S-202 DOWNSTREAM LEAF ELEVATIONS

1S-301 DOWNSTREAM LEAF DIAPHRAGM SECTIONS

1S-302 DOWNSTREAM LEAF DIAPHRAGM SECTIONS

1S-303 DOWNSTREAM LEAF DIAPHRAGM SECTIONS

1S-311 DOWNSTREAM LEAF UPSTREAM SECTION

1S-312 DOWNSTREAM LEAF SKIN PLATE AND INTERCOSTAL SECTIONS AND DETAILS

1S-313 DOWNSTREAM LEAF MISCELLANEOUS SECTIONS

1S-501 DOWNSTREAM LEAF HORIZONTAL GIRDER 1 DETAILS

1S-502 DOWNSTREAM LEAF HORIZONTAL GIRDER 2 DETAILS

1S-503 DOWNSTREAM LEAF HORIZONTAL GIRDER 3 AND 4 DETAILS

1S-504 DOWNSTREAM LEAF HORIZONTAL GIRDER 5 DETAILS

1S-505 DOWNSTREAM LEAF HORIZONTAL GIRDER DETAILS AND SECTIONS

1S-511 DOWNSTREAM LEAF DIAPHRAGM DETAILS

1S-521 DOWNSTREAM LEAF NAPPE DETAILS

1S-522 DOWNSTREAM LEAF NAPPE DETAILS

1S-523 DOWNSTREAM LEAF NAPPE DETAILS

1S-524 DOWNSTREAM LEAF NAPPE STRUT BRACING DETAILS

1S-525 DOWNSTREAM LEAF PICKUP LUG DETAILS AND SECTION

1S-526 DOWNSTREAM LEAF NAPPE ACCESS HATCH DETAILS AND SECTION

1S-527 DOWNSTREAM LEAF NAPPE TRANSVERSE STIFFENER SECTIONS

1S-530 DOWNSTREAM LEAF END FRAMING ASSEMBLY ISOMETRIC VIEWS

1S-531 DOWNSTREAM LEAF END FRAMING ASSEMBLY ELEVATIONS AND PLAN

1S-532 DOWNSTREAM LEAF END FRAMING ASSEMBLY ELEVATIONS, SECTION AND DETAIL

1S-533 DOWNSTREAM LEAF END FRAMING SECTIONS

1S-534 DOWNSTREAM LEAF END FRAMING DETAILS AND SECTIONS

1S-535 DOWNSTREAM LEAF END FRAMING MEMBERS DETAILS

1S-536 DOWNSTREAM LEAF END FRAMING STIFFENER DETAILS

1S-537 DOWNSTREAM LEAF END FRAMING REACTION ROLLER MOUNT DETAILS

1S-538 DOWNSTREAM LEAF END FRAMING REACTION ROLLER MOUNT DETAILS

1S-539 DOWNSTREAM LEAF END FRAMING RECESS SHIELD AND AERATION PIPE DETAILS

1S-551 DOWNSTREAM LEAF DOWNSTREAM SKIN PLATE DETAILS

1S-552 DOWNSTREAM LEAF TIMBER FENDER DETAIL AND SECTIONS

1S-561 DOWNSTREAM LEAF SIDE VERTICAL SIDE SEAL DETAILS

1S-571 DOWNSTREAM LEAF INTERIOR LADDER DETAILS AND SECTION

1M-001 DOWNSTREAM LEAF GATE WIRE ROPE AND ROLLER CONNECTION

1M-400 DOWNSTREAM LEAF GATE HOIST AND COUNTERWEIGHT CONNECTION

1M-401 DOWNSTREAM LEAF GATE HOIST AND COUNTERWEIGHT CONNECTION DETAILS

1M-402 DOWNSTREAM LEAF GATE HOIST AND COUNTERWEIGHT CONNECTION DETAILS

1M-500 DOWNSTREAM LEAF REACTION ROLLER

1M-501 DOWNSTREAM LEAF REACTION ROLLER

1M-502 DOWNSTREAM LEAF REACTION ROLLER

1M-503 DOWNSTREAM LEAF END GUIDE ROLLER DETAILS

1E-501 DOWNSTREAM LEAF CATHODIC PROTECTION DETAILS

RUBBER

FABRIC REINFORCED POLYMER

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SPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS

EAST

ST.LOUIS

HAVANA

PEORIA

NEW

LONDON

I L L I N O I S

M I S S O U R I

IOWA

JEFFERSON CITY

R .

UNION

ALTONMI S S O U R I R I V E R

U I V R E

MARK TWAIN

LAKE

O U

R B S E R

E U

ME R A ME

C R

. B I

B L A C K

LAKE

WAPPAPELLO

REND

LAKE

B I G MU D D Y

O H I O

R I V E R

K A

S K

K I A R .

CARLYLE

LAKE

SHELBYVILLE

R I V E R

I L L I N O I S

M I S S I S S I P P I

R .A L

D E S

M O

I N

E S

R I

V E R

S T

R I V E R

MI S S I S S I P P I

R I V E R

PROJECT

LOCATION

SCALE:

AERIEL VIEWA1 1" = 400'

VICINITY MAPA8 NTS

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SITE PLANA1 1" = 100'

AUXILIARY LOCK

MAIN LOCK

GOVERNMENT MOORING

AREA. LIFT GATE DELIVERY

LOCATION.

GOVERNMENT

ADMIN BUILDING.

REPLACEMENT MAIN LOCK LIFT

GATE (INSTALLED BY OTHERS)

FLOW

DAM

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GENERAL STRUCTURAL NOTES

1. 1. FOR THIS SUPPLY CONTRACT, THE CONTRACTOR SHALL FABRICATE, ASSEMBLE,

PAINT AND DELIVER THE LIFT GATE IN ACCORDANCE WITH THE CONTRACT PLANS

AND SPECIFICATIONS. THE LIFT GATE CONSISTS OF AN UPSTREAM LEAF AND A

DOWNSTREAM LEAF. SEE SPECIFICATION SECTION 35 20 16.53 FOR HANDLING

AND DELIVERY INFORMATION. THE LIFT GATE LEAVES ARE TO BE INSTALLED BY

OTHERS.

2. DEFICIENCIES, INACCURACIES, OMISSIONS OR INTERFERENCES DISCOVERED

BY THE CONTRACTOR RELATED TO FABRICATION SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE GOVERNMENT SO THAT ALL ISSUES CAN

BE RESOLVED TO MINIMIZE DELAYS.

3. THE DIMENSIONS SHOWN ARE THE FINAL DIMENSIONS. ALLOWANCES SHALL BE

MADE FOR STRUCTURAL STEEL DIMENSION VARIANCES, SHRINKAGE AND

DISTORTION DUE TO WELDING, ETC. THE CONTRACTOR SHALL PROVIDE

SUFFICIENT MATERIAL TO ALLOW FOR REQUIRED MACHINING, WHERE

REQUIRED.

4. DIMENSIONAL TOLERANCES ARE DEFINED IN THE CONTROL DIMENSION SHEETS

FOR EACH LIFT GATE LEAF, SPECIFICATION SECTION 05 59 20 AND THE GENERAL

REQUIREMENTS OF AWS D1.5. THE MOST RESTRICTIVE DIMENSIONAL

TOLERANCE SHALL APPLY. THE CONTRACTOR SHALL RECORD THE

MEASUREMENTS AS IDENTIFIED IN THE CONTROL DIMENSION SHEETS AND

SUBMIT TO THE GOVERNMENT. FAILURE TO MEET THE SPECIFIED DIMENSIONAL

TOLERANCES SHALL BE GROUNDS FOR REJECTION.

5. STRUCTURAL STEEL FOR THE LIFT GATE SHALL BE AS FOLLOWS:

SKIN PLATE - ASTM A709 GRADE 50T

INTERCOSTALS - ASTM A709 GRADE 50T

D/S LEAF NAPPE ASSEMBLY - ASTM A709 GRADE 50T. NAPPE ASSEMBLY

CONSISTS OF NAPPE PLATE, DIAPHRAGM FLANGES, STIFFENERS,

LONGITUDINAL WT’S, AND STRUT BRACING.

D/S LEAF RECESS SHIELD - ASTM A 709 GRADE 50T

U/S LEAF WATER RETAINER ASSEMBLY - ASTM A 709 GRADE 50T. WATER

RETAINER ASSEMBLY CONSISTS OF WATER RETAINER PLATE, WATER RETAINER

STRUCTURAL MEMBERS, AND STRUT BRACING.

PLATE GIRDER UPSTREAM FLANGES - ASTM A709 GRADE 50T

PLATE GIRDER WEBS - ASTM A709 GRADE 50F

PLATE GIRDER DOWNSTREAM FLANGES - ASTM A709 GRADE 50F

REACTION GIRDER ASSEMBLY- ASTM A709 GRADE 50F. REACTION GIRDER

ASSEMBLY CONSISTS OF REACTION GIRDER FLANGES, REACTION GIRDER WEBS,

AND REACTION GIRDER STIFFENERS.

WIRE ROPE GIRDER - ASTM A709 GRADE 50F

END FRAMING DOWNSTREAM SKIN PLATE - ASTM A709 GRADE 50F

DOWNSTREAM SKIN PLATE - ASTM A709 GRADE 50F

DIAPHRAGMS D5 AND D8 - ASTM A709 GRADE 50F

ALL OTHER DIAPHRAGMS INCLUDING NAPPE DIAPHRAGMS FOR DOWNSTREAM

LEAF- ASTM A709 GRADE 50T

DIAPHRAGM STIFFENERS - ASTM A709 GRADE 50T

GIRDER STIFFENERS - ASTM A709 GRADE 50T

PICKUP LUGS - ASTM A709 GRADE 50F

SEAL ASSEMBLY STEEL ITEMS - ASTM A709 GRADE 50

D/S LEAF AERATION PIPE - ASTM A 53, TYPE S, GRADE A

FOR ANY ITEMS NOT DESIGNATED ABOVE, THE MATERIAL SHALL BE ASSUMED TO

BE ASTM A709 GRADE 50T ZONE 2

6. ASTM A709 GRADE 50T SHALL MEET THE IMPACT TEST REQUIREMENTS

SPECIFIED IN ASTM A709 -18 TABLE 11 FOR ZONE 2. ASTM A709 GRADE 50F SHALL

MEET THE IMPACT TESTING REQUIREMENTS SPECIFIED IN ASTM A709 - 18

TABLE 12 FOR ZONE 2.

7. ALL MEMBERS IDENTIFED AS A FRACTURE CRITICAL MEMBERS (FCM) SHALL BE

FABRICATED WITH FRACTURE CRITICAL WELDS (FCW) IN ACCORDANCE WITH

AWS D1.5 AND THE SPECIFICATIONS. ADDITIONALLY, FCW ARE IDENTIFIED IN THE

TAIL OF THE WELD SYMBOLS THROUGHOUT THE PLANS. WHERE THE FCW

DESIGNATION ON WELDS FOR FCM WAS OMITTED DUE TO OVERSITE, THE

WELDS SHALL BE CONSIDERED FCW. MANY OF THE WELDS IDENTIFIED AS FCW

WERE LABELED FCW FOR CONVENIENCE. THE CONTRACTOR SHALL VERIFY ALL

FCW AND NON-FCW WELDS ON THE DRAWINGS AND NOTIFY THE GOVERNMENT

OF ANY DISCREPANCIES.

8. WELDING ON THE GATE SHALL CONFORM TO AWS D1.5 AS NOTED IN THE

SPECIFICATIONS. ANY WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT

BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING

OFFICER AND ENGINEER OF RECORD.

9. WELDING SEQUENCE AND TECHNIQUE SHALL BE CAREFULLY CONTROLLED TO

MINIMIZE LOCKED-UP STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO

THE APPROVAL OF THE CONTRACTING OFFICER.

10. PROVIDE WELD ACCESS HOLES AS SPECIFIED IN THE PLANS TO PREVENT

INTERSECTING WELDS. ALL WELD ACCESS HOLES SHALL BE CLEARLY

IDENTIFIED ON SHOP DRAWINGS. SEE SPECIFICATION SECTION 05 59 20 FOR

DETAILS REGARDING WELD ACCESS HOLES THAT WERE OMITTED IN THE PLANS.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY DETAIL

WHERE INTERSECTING WELDS CANNOT BE PREVENTED, THESE AREAS SHALL

BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS. MINIMUM SIZE OF WELD

ACCESS HOLES SHALL BE 1 1/2" RADIUS.

11. SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH THE

SPECIFICATIONS. THE CONTRACTOR SHALL ADD WELDS THAT ARE UNDEFINED

OR MISSING FROM THE CONTRACTING DRAWINGS. SUCH WELDS SHALL BE

ADDED TO SHOP DRAWINGS AND CLOUDED FOR REVIEW AND APPROVAL.

MISSING OR UNDEFINED WELD SYMBOLS IN THE CONTRACT DRAWINGS SHALL BE

ASSUMED TO BE CJP. ALL FCW SHALL BE CLEARLY IDENTIFIED ON THE SHOP

DRAWINGS.

12. THE GEOMETRY SHOWN FOR INDIVIDUAL PARTS ON THE LIFT GATE LEAVES DO

NOT ACCOUNT FOR NECESSARY JOINT PREPARATION OR THE TOLERANCE

REQUIREMENTS IN THE CONTRACT. WHEN DETAILING THE INDIVIDUAL PARTS IN

THE SHOP DRAWINGS, THE CONTRACTOR SHALL ACCOUNT FOR THE REQUIRED

JOINT PREPARATION AND DISTORTION CONTROL IN ORDER TO MEET THE

REQUIRED TOLERANCES IN THE CONTRACT.

13. ALL WELDS SHALL BE CONTINUOUS AND WRAPPED UNLESS OTHERWISE NOTED.

SEE DETAIL A3.

14. REINFORCING FILLET WELDS ARE SHOWN ON SOME JOINTS IN THE DRAWINGS,

BUT ADDITIONAL JOINTS MAY REQUIRE REINFORCING FILLET WELDS PER AWS

D1.5 REQUIREMENTS. THE SIZE OF THE REINFORCING FILLET WELD SHALL

BE THE MINIMUM SIZE FILLET WELD PER AWS D1.5.

WRAP WELD AROUND

END OF ALL WELDED

PLATES (TYP)

TYPICAL WELD WRAP DETAILA3 NTS

WELD ACCESS HOLE

15. DRAIN HOLES SHOWN, IF NOT DIMENSIONED, SHALL BE LOCATED IN THE CENTER

OF THE PANEL WHERE SHOWN. DRAIN HOLES SHALL BE DRILLED OR PLASMA

CUT. FLAME CUTTING OF HOLES IS PROHIBITED.

16. ALL SHARP EDGES SHALL BE BROKE TO A 1/16" RADIUS, UNLESS OTHERWISE

NOTED. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF

SHEARING, FLAME CUTTING OR MACHINING.

17. ALL FABRICATION SHALL BE PERFORMED BY AN AISC CERTIFIED FABRICATOR.

SEE SPECIFICATIONS FOR REQUIRED AISC CERTIFICATION LEVEL. FABRICATION

SHALL BE ACCOMPLISHED IN AN INDOOR CLIMATE CONTROLLED SHOP.

18. ULTRASONIC IMPACT TREATMENT IS REQUIRED ON BOTH LIFT GATE LEAVES.

SEE SPECIFICATION 05 59 20 FOR ADDITIONAL DETAILS REGARDING

ULTRASONIC IMPACT TREATMENT. AT THE LOCATIONS INDICATED BELOW,

PERFORM ULTRASONIC IMPACT TREATMENT ON THE TOE OF THE FILLET WELD

WRAP AND ADJACENT FOUR INCHES OF FILLET WELD ON EACH SIDE OF THE

MEMBER. LOCATIONS REQUIRING ULTRASONIC IMPACT TREATMENT ARE AS

FOLLOWS:

1. D/S AND U/S LEAVES - FILLET WELDS BETWEEN DOWNSTREAM GIRDER

FLANGES AND GIRDER WEB AT ALL WELD ACCESS HOLES.

2. D/S AND U/S LEAVES - FILLET WELDS BETWEEN ALL TRANSVERSE

STIFFENERS AND GIRDER WEB ON DOWNSTREAM SIDE OF GATE LEAF.

3. D/S AND U/S LEAVES - FILLET WELDS BETWEEN ALL DIAPHRAGMS AND

GIRDER WEB ON DOWNSTREAM SIDE OF GATE LEAF.

4. D/S AND U/S LEAVES - FILLET WELDS AND CJP REINFORCING FILLET WELDS

AT ALL WELD ACCESS HOLES ON END FRAMING ASSEMBLY WELDMENTS.

TREATMENT NOT REQUIRED ON D/S LEAF RECESS SHIELD.

5. U/S LEAF - FILLET WELD AT END OF ALL GIRDER 1 LONGITUDINAL

STIFFENERS.

6. U/S LEAF - CJP REINFORCING FILLET WELDS BETWEEN DOWNSTREAM

FLANGE OF GIRDER 1 AND WATER RETAINER PLATE AT WELD ACCESS

HOLES.

19. STRESS RELIEVING SHALL BE PERFORMED ON INDICATED WELDED

ASSEMBLIES. SEE SPECIFICATION 05 59 20 FOR ADDITIONAL DETAILS

REGARDING STRESS RELIEVING. FOR ITEMS REQUIRING STRESS RELIEVING

AND ULTRASONIC IMPACT TREATMENT, THE STRESS RELIEVING SHALL BE

PERFORMED PRIOR TO THE ULTRASONIC IMPACT TREATMENT.

20. FRACTURE CRITICAL MEMBERS THAT REQUIRE BENDING OR ROLLING TO

ACHIEVE THE REQUIRED GEOMETRY SHALL BE PERFORMED WITH THE

COMBINATION OF CONTROLLED HEATING AND MECHANICAL MEANS. SEE

SPECIFICATION 05 59 20 FOR ADDITIONAL DETAILS.

21. TOTAL DRY WEIGHT OF THE UPSTREAM LIFT GATE LEAF WITH TIMBERS AND

PAINT IS APPROXIMATELY 450,000 LBS.

22. TOTAL DRY WEIGHT OF THE DOWNSTREAM LIFT GATE LEAF WITH TIMBERS AND

PAINT IS APPROXIMATELY 490,000 LBS.

GENERAL STRUCTURAL NOTES

1 2 3 4 5 6 7 8 9 10

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S-002

E G

, P .E

EXISTING SILL

NEW SILL INSTALLED

IN LOCATION OF EXISTING

UPSTREAM LEAF

(INSTALLED BY OTHERS)

NEW DOWNSTREAM LIFT GATE LEAF

NEW UPSTREAM LIFT GATE LEAF

PLAN - REPLACEMENT LIFT GATE LAYOUTA1 3/16" = 1'

110'-1" LOCK CHAMBER WIDTH

S-003 A1

1 2 3 4 5 6 7 8 9 10

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C O

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D B

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N A

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1' -3

NORMAL POOL EL. 419.00

NEW GATE RESTS

(INSTALLED BY OTHERS)

NEW SILL INSTALLED

IN LOCATION OF EXISTING

UPSTREAM LEAF

(INSTALLED BY OTHERS)

EXISTING SILL

TOP OF DOWNSTREAM LEAF

IN NORMAL OPERATION POSITION

EL 421.5

TOP OF LOCKWALL EL. 434.5

EL. 396.0

EL. 399.0

D/S LEAF SKIN P/LU/S LEAF

HORIZONTAL WATER

RETAINER SEAL

EL. 372.0

EL. 375.0

LOWER POOL EL. 401.7

HEAD DIFFERENTIAL W/

1 YEAR RETURN

LOWER POOL EL. 396.6

HEAD DIFFERENTIAL W/

10 YEAR RETURN

LOWER POOL EL. 395.3

HEAD DIFFERENTIAL W/

300 YEAR RETURN

SECTIONA1 1/4" = 1'

S-002

S-003 A6

NEW DOWNSTREAM

LIFT GATE LEAF

DETAILA6 1 1/2" = 1'

EXISTING MIDDLE

LEAF RECESS

DOWNSTREAM

LIFT GATE LEAF

RECESS

NEW UPSTREAM

LIFT GATE LEAF

1 2 3 4 5 6 7 8 9 10

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AERATION PIPE

MK. 1S-539-2

RECESS SHIELD

MK. 1S-539-1R

SIDE SEAL ASSEMBLY

MK. 1S-561-1R

END FRAMING

ASSEMBLY

WELDMENT

MK. 1S-530-1R

NAPPE ACCESS HATCH (TYP)

1/2" NAPPE P/L

PICKUP LUG HATCH (TYP)

AERATION PIPE

MK. 1S-539-2

SIDE SEAL ASSEMBLY

MK. 1S-561-1L

RECESS SHIELD

MK. 1S-539-1L

END FRAMING

ASSEMBLY

WELDMENT

MK. 1S-530-1L

TIMBER FENDERS (TYP)

D/S SKIN P/L

REACTION ROLLER MOUNT (TYP)

REACTION ROLLERS NOT SHOWN ON

LEFT SIDE OF LEAF FOR CLARITY.

NAPPE STRUT BRACING

REACTION ROLLER (TYP)

HORIZONTAL GIRDER (TYP).

D/S FLANGE IS CONCEALED

BY D/S SKIN P/L

SHEET NOTES

COUNTERWEIGHT

GATE CONNECTION

LOCATION (TYP)

PIN HOLE FOR

TOP GUIDE

ROLLER (TYP)

HOISTING WIRE ROPE

GATE CONNECTION

LOCATION (TYP)

PIN HOLE FOR

BOTTOM GUIDE

ROLLER (TYP)

DOWNSTREAM ISOMETRICA1 NTS

1. SEE 1M-001 FOR DETAILS REGARDING THE ASSEMBLY OF THE REACTION

ROLLERS, GUIDE ROLLERS, COUNTERWEIGHT CONNECTION, AND HOISTING

WIRE ROPE CONNECTION TO THE DOWNSTREAM LEAF.

1 2 3 4 5 6 7 8 9 10

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1S-002

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SKIN P/L

SKIN P/L UPPER EXTENSION

END FRAMING

ASSEMBLY

WELDMENT

MK. 1S-530-1L

RECESS SHIELD

MK. 1S-539-1L

SIDE SEAL ASSEMBLY

MK. 1S-561-1L

AERATION PIPE

MK. 1S-539-2

NAPPE ACCESS HATCH (TYP)

1/2" NAPPE P/L

PICKUP LUG HATCH (TYP)

AERATION PIPE

MK. 1S-539-2

RECESS SHIELD

MK. 1S-539-1R

SIDE SEAL ASSEMBLY

MK. 1S-561-1R

REACTION

ROLLER (TYP)

CURVED PORTION OF SKIN P/L

END FRAMING

ASSEMBLY

WELDMENT

MK. 1S-530-1R

WELDED SPLICE BETWEEN

NAPPE P/L AND SKIN P/L

SHEET NOTES

COUNTERWEIGHT

GATE CONNECTION

LOCATION (TYP)

PIN HOLE FOR

TOP GUIDE

ROLLER (TYP)

HOISTING WIRE ROPE

GATE CONNECTION

LOCATION (TYP)

PIN HOLE FOR

BOTTOM GUIDE

ROLLER (TYP)

UPSTREAM ISOMETRICA1 NTS

1. SEE 1M-001 FOR DETAILS REGARDING THE ASSEMBLY OF THE REACTION

ROLLERS, GUIDE ROLLERS, COUNTERWEIGHT CONNECTION, AND HOISTING

WIRE ROPE CONNECTION TO THE DOWNSTREAM LEAF.

1 2 3 4 5 6 7 8 9 10

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DOWNSTREAM LIFT GATE LEAF DOWNSTREAM ELEVATIONA1 3/16" = 1'

DOWNSTREAM LIFT GATE LEAF UPSTREAM ELEVATIONE1 3/16" = 1'

SKIN P/L

SIDE SEAL ASSEMBLY

MK. 1S-561-1L

'-0

REACTION

ROLLERS (TYP)

D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12

AERATION PIPE (TYP)

MK. 1S-539-2

LADDERREACTION ROLLER C/L C/L REACTION ROLLER

1S-301

1S-302

1S-303

END FRAMING

ASSEMBLY WELDMENT

MK. 1S-530-1R D/S SKIN P/L (TYP)

HORIZONTAL GIRDERS

ARE CONCEALED BY

D/S SKIN P/L

INTERCOSTAL (TYP)TIMBER FENDER (TYP)

5' -2

109'-10"

NAPPE P/L

110'-1" - CURVED PORTION OF BOTTOM EDGE OF SKIN P/L

END FRAMING

ASSEMBLY WELDMENT

MK. 1S-530-1L END FRAMING

ASSEMBLY WELDMENT

MK. 1S-530-1R

SIDE SEAL ASSEMBLY

MK. 1S-561-1R

'-0

2' -1

-1

4' -1

-1 0"

3' -9

1/2" SKIN P/L

END FRAMING

ASSEMBLY WELDMENT

MK. 1S-530-1L

REACTION ROLLER MOUNT (TYP)

REACTION ROLLERS NOT SHOWN

ON THIS SIDE OF LEAF

FOR CLARITY

AERATION PIPE (TYP)

MK. 1S-539-2

109'-10" NAPPE WIDTH

114'-1" CENTER TO CENTER REACTION ROLLERS

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8'-9"

NAPPE STRUT

BRACING (TYP)

8'-9" 10'-0"

NAPPE ACCESS

HATCH (TYP)

PICKUP LUG

HATCH (TYP)

1S-313

NAPPE P/L DIAPH C/L

(TYP)

1 2 3 4 5 6 7 8 9 10

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1S-004

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DOWNSTREAM LIFT GATE LEAF PLANA1 3/16" - 1'

REACTION

GIRDER C/L

D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12

REACTION

GIRDER C/L

3'-3 1/2" 8'-9" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8'-9" 3'-3 1/2"

END FRAMING

ASSEMBLY

WELDMENT

MK. 1S-530-1R

AERATION PIPE (TYP)

MK. 1S-539-2

END FRAMING

ASSEMBLY

WELDMENT

MK. 1S-530-1L

1/2" NAPPE P/L

GIRDER 1 D/S FLANGE

PICKUP LUG HATCH (TYP)NAPPE ACCESS HATCH (TYP)

1S-311

114'-1"

DIAPHRAGM C/L (TYP)

1 2 3 4 5 6 7 8 9 10

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END ELEVATIONA1 1/2" = 1'

SECTION DIAPHRAGM 3A4 1/2" = 1'

SECTION DIAPHRAGM 6A7 1/2" = 1'

6'-3"

DIAPHRAGM (TYP)

10'-11 3/4"

RECESS SHIELD

MK. 1S-539-1R

1/2" NAPPE P/L

NAPPE STRUT

BRACING

REACTION ROLLER

MOUNT (TYP). G4

REACTION ROLLER NOT

SHOWN FOR CLARITY

WIRE ROPE GIRDER

4'-9 1/4"

6'-4 1/2" WITH 1/4" SHIMS

2' -1

-1

4' -1

-1 0"

5' -2

-9

'-0

HORIZONTAL GIRDER

U/S FLANGE (TYP)

HORIZONTAL GIRDER

D/S FLANGE (TYP)

HORIZONTAL GIRDER

WEB (TYP)

D/S SKIN P/L

NAPPE STRUT

BRACING

NAPPE P/L

NAPPE

DIAPHRAGM

WT7x11 (TYP)

NAPPE VERTICAL

STIFFENERS (TYP)

NAPPE P/L

D/S SKIN P/L

HORIZONTAL GIRDER

D/S FLANGE (TYP)

HORIZONTAL GIRDER

U/S FLANGE (TYP)

WT7x11 (TYP)

NAPPE VERTICAL

STIFFENER (TYP)

NAPPE

DIAPHRAGM

10'-11 3/4"

'-0

2' -1

-1

4' -1

-1 0"

5' -2

AERATION PIPE

MK. 1S-539-2

REACTION ROLLER

ASSEMBLY (TYP)

10'-11 3/4"

TIMBER FENDERS (TYP)

9'-6 1/2"

2' -1

-1

4' -1

-1 0"

5' -2

NAPPE VERTICAL

STIFFENER (TYP)

'-0

DIAPHRAGM OPENING (TYP)

SKIN P/L

DIAPHRAGM WELD

ACCESS HOLE (TYP)

DIAPHRAGM WELD

ACCESS HOLE (TYP)

SHIM PACK. SEE SHEET

1M-502 FOR DETAILS

NOMINAL TOTAL: 1/4"

MAX TOTAL: 3/8"

MIN TOTAL: 0"

1 2 3 4 5 6 7 8 9 10

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109'-10" (+ 1/8", - 9/16") OUT-TO-OUT NAPPE

119'-2" (+ 1/8", - 9/16") OUT-TO-OUT RIGHT END FRAMING TO LEFT END FRAMING

9' -6

/1 6"

O U

T-

-O U

T U

/L T

O D

/S S

P /L

SECTIONA1 3/8" = 1'

RIGHT REACTION

GIRDER C/L

LEFT REACTION

GIRDER C/L

1S-007

1S-006

2' -1

-1

4' -1

-1 0"

5' -2

-9

D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12

D1 D2 D3 D4 D5 D6

SYMMETRICAL

ABOUT C/L

30'-0" (+1/16", - 1/16") C/L D5 TO C/L D8 E

NAPPE NOT SHOWN ABOVE G1 FOR CLARITY.

DOWNSTREAM ELEVATIOND1 3/16" = 1'

2'-1 1/2" 2'-1 1/2"

114'-1" (+ 1/8", -9/16")

RIGHT REACTION

GIRDER C/L

REACTION

ROLLERS (TYP)

END FRAMING

ASSEMBLY WELDMENT

MK. 1S-530-1L

END FRAMING

ASSEMBLY WELDMENT

MK. 1S-530-1R

1/2" NAPPE P/L

TIMBER FENDER (TYP)

INTERCOSTAL (TYP) 1/2" SKIN P/L D/S SKIN P/L (TYP)

END FRAMING

ASSEMBLY WELDMENT

MK. 1S-530-1R

G1 D/S FLANGE

D/S SKIN P/L (TYP)

1/2" SKIN P/L

G1 U/S FLANGE

TIMBER FENDER (TYP)

G1 WEB

PICKUP LUGS

ROLLERS (TYP)

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6'-4 9/16" (+ 1/16", -1/16") OUT-TO-OUT UPSTREAM REACTION GIRDER

FLANGE TO VERTICAL TANGENT W/ DOWNSTREAM ROLLER

4'-2" (+1/16", - 1/16") OUT-TO-OUT UPSTREAM

REACTION GIRDER FLANGE TO END FRAMING

D/S SKIN P/L

6'-9 1/8" (+ 1/16", -1/16") OUT-TO-OUT UPSTREAM REACTION GIRDER

FLANGE TO VERTICAL TANGENT W/ DOWNSTREAM ROLLER

'-0

-1 /8

'-0

-1 /8

4'-2" (+1/16", - 1/16") OUT-TO-OUT UPSTREAM

REACTION GIRDER FLANGE TO END FRAMING

D/S SKIN P/L

LEFT END FRAMING ELEVATIONA8 3/4" = 1'

RIGHT END FRAMING ELEVATIONA5 3/4" = 1'

9'-6 1/2" (+1/16", - 1/16") OUT-TO-OUT U/S SKIN P/L TO D/S SKIN P/L

'-0

-1 /8

SECTIONA1 3/4" = 1'

G G

5' -2

-1 0"

4' -1

-1

2' -1

-9

SKIN P/L

HORIZ. GIRDER

U/S FLANGE (TYP)

DIAPHRAGM

OPENING (TYP)

DIAPHRAGM (TYP)

HORIZ. GIRDER

D/S FLANGE (TYP)

NAPPE P/L

WT7x11 (TYP)

NAPPE VERT.

STIFFENERS (TYP)

RECESS SHIELD

MK. 1S-539-1R

3' -9

-2

4' -1

0" 4'

-1

4' -1

-1

WIRE ROPE

GIRDER (FCM)

MK. 1S-535-2

REACTION ROLLER

ASSEMBLY (TYP)

REACTION GIRDER

U/S FLANGE (FCM)

MK. 1S-535-1

END FRAMING

D/S SKIN P/L (FCM)

MK. 1S-535-3R

D/S SKIN P/L

FLANGE (FCM)

MK. 1S-535-4

5' -2

-1 0"

4' -1

-1

3' -9

RECESS SHIELD

MK. 1S-539-1L

WIRE ROPE

GIRDER (FCM)

MK. 1S-535-2

END FRAMING

D/S SKIN P/L (FCM)

MK. 1S-535-3L

REACTION GIRDER

U/S FLANGE (FCM)

MK. 1S-535-1

D/S SKIN P/L

FLANGE (FCM)

MK. 1S-535-4

REACTION ROLLER

ASSEMBLY (TYP)

1 2 3 4 5 6 7 8 9 10

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DOWNSTREAM LEAF CONTROL DIMENSIONS

DIMENSION LOCATION SPECIFIED DIMENSION VALUE MEASURED DIMENSION

A AS SHOWN 114'-1" (+1/8", - 9/16")

B AS SHOWN 109'-10" (+1/8", - 9/16")

C AS SHOWN 119'-2" (+1/8", - 9/16")

D RIGHT SIDE 2'-1 1/2" (+1/16", - 1/16")

D LEFT SIDE 2'-1 1/2" (+1/16", - 1/16")

E AS SHOWN 30'-0" (+1/16", - 1/16")

F G1 AT D4 9'-6 1/2" (+1/16", - 1/16")

F G3 AT D4 9'-6 1/2" (+1/16", - 1/16")

F G5 AT D4 9'-6 1/2" (+1/16", - 1/16")

F G1 AT D9 9'-6 1/2" (+1/16", - 1/16")

F G3 AT D9 9'-6 1/2" (+1/16", - 1/16")

F G5 AT D9 9'-6 1/2" (+1/16", - 1/16")

G D4 24'-0" (+1/8", -1/8") G D9 24'-0" (+1/8", -1/8")

G RIGHT END FRAMING 24'-0" (+1/8", -1/8")

G LEFT END FRAMING 24'-0" (+1/8", -1/8")

H G1 6'-4 1/2" (+1/16"-1/16") H G2 6'-4 1/2" (+1/16"-1/16") H G3 6'-4 1/2" (+1/16"-1/16") H G4 6'-4 1/2" (+1/16"-1/16") H G5 6'-4 1/2" (+1/16"-1/16") I G1 4'-2" (+1/16", -1/16") I G2 4'-2" (+1/16", -1/16") I G3 4'-2" (+1/16", -1/16") I G4 4'-2" (+1/16", -1/16") I G5 4'-2" (+1/16", -1/16") J G1 6'-4 1/2" (+1/16"-1/16") J G2 6'-4 1/2" (+1/16"-1/16") J G3 6'-4 1/2" (+1/16"-1/16") J G4 6'-4 1/2" (+1/16"-1/16") J G5 6'-4 1/2" (+1/16"-1/16") K G1 4'-2" (+1/16", -1/16") K G2 4'-2" (+1/16", -1/16") K G3 4'-2" (+1/16", -1/16") K G4 4'-2" (+1/16", -1/16") K G5 4'-2" (+1/16", -1/16")

SHEET NOTES

1. 1. CONTRACTOR SHALL RECORD THE MEASUREMENTS AS IDENTIFIED IN THE

TABLE AND SUBMIT TO THE GOVERNMENT. FAILURE TO MEET THE SPECIFIED

DIMENSIONAL TOLERANCES SHALL BE GROUNDS FOR REJECTION.

2. MEASUREMENTS SHALL BE PERFORMED AFTER FABRICATION, BUT PRIOR

TO PAINTING.

3. SEE SPECIFICATION SECTION 05 59 20 FOR ADDITIONAL DETAILS.

1 2 3 4 5 6 7 8 9 10

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D12

D11

D10

HALF PLAN - NAPPEA1 3/8" = 1'

SYMMETRICAL

ABOUT C/L

1/2" NAPPE P/L

REACTION

GIRDER C/L

GENERAL SHEET NOTES

1. 1. THE LONGITUDINAL MEMBERS (WT7x11) ON THE UNDERSIDE OF THE NAPPE ARE

NOT SHOWN ON SHEET FOR CLARITY. SEE DETAIL F1 ON 1S-521 FOR GEOMETRY

DETAILS ON THE NAPPE AND LONGITUDINAL WT7x11s.

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

NAPPE

TRANSVERSE

STIFF C/L

3'-1" 1'-11"3'-1"3'-10"

8'-9" 10'-0" 10'-0" 10'-0" 10'-0" 5'-0"

ACCESS

HATCH C/L

1'-11" 1'-11"

3'-1"1'-2" 3'-1" 3'-10" 3'-1" 3'-1" 3'-10"

1'-11" 1'-11"1'-11" 1'-11"

3'-1"

ACCESS

HATCH C/L

ACCESS

HATCH C/L

ACCESS

HATCH C/L

3'-3 1/2"

RECESS SHIELD

MK. 1S-539-1R

AERATION PIPE

MK. 1S-539-2

EDGE OF NAPPE

ASSEMBLY

NAPPE STRUT

BRACING, WT6x15

AT D1/D12, D2/D11,

AND D3/D10

SIDE SEAL

ASSEMBLY

MK. 1S-561-1R

END FRAMING

ASSEMBLY

MK. 1S-530-1R

1S-525

1S-526

ACCESS HATCH (TYP) PICKUP LUG

ACCESS P/L

1S-527

SIM

5' -2

6' -3

'-1

NAPPE TRANSVERSE

STIFF (TYP.)

4'-4 1/2" 4'-4 1/2" 3'-1" 3'-10" 3'-1"

1'-11" 1'-11"

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

P R

N D

N L

O C

, I

2P 9-

-R

-0

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

K D

N D

1S-102

D O

W N

F H

O R

L G

, P .E

HALF PLAN - GIRDER 1A1 3/8" = 1'

1S-102

DETAILD1 1 1/2" = 1'

D12

D11

D10

REACTION GIRDER C/L

D12

SYMMETRICAL

ABOUT C/L

REACTION

GIRDER C/L

GENERAL SHEET NOTES

1. 1. SEE SHEET 1S-501 FOR ADDITIONAL FABRICATION DETAILS FOR HORIZONTAL

GIRDER 1.

2. SEE SHEETS 1S-530 THROUGH 1S-539 FOR DETAILS ON THE END FRAMING

ASSEMBLY.

3. NAPPE ASSEMBLY ABOVE HORIZONTAL GIRDER 1 NOT SHOWN ON SHEET FOR

CLARITY.

4. REACTION ROLLER ASSEMBLIES NOT SHOWN ON SHEET FOR CLARITY.

5. HORIZONTAL GIRDERS SHALL BE WELDED TO END FRAMING ASSEMBLY PRIOR

INSTALLATION OF D/S SKIN P/L. D/S SKIN P/L NOT SHOWN ON SHEET FOR

CLARITY. SEE 1S-201 FOR ADDITIONAL DETAILS ON THE DOWNSTREAM SKIN P/L.

2.5

3/4" WEB

1/2" WEB

WEB SPLICE

OUTBOARD REACTION

GIRDER STIFFENERS (TYP)

WIRE ROPE

GIRDER (FCM)

MK. 1S-535-2

REACTION GIRDER

U/S FLANGE (FCM)

MK. 1S-535-1R

TRANSITION D/S

FLANGE (FCM)

MK. 1S-505-1R

END FRAMING D/S SKIN P/L

VERTICAL STIFFENER (FCM)

MK. 1S-536-20 ABOVE G1

MK. 1S-536-21 BELOW G1

END FRAMING

D/S SKIN P/L (FCM)

MK. 1S-535-3R

2" RAD WELD

ACCESS HOLE (TYP)

1 1/2" RAD WELD

ACCESS HOLE (TYP)

CJP

FCW

CJP

FCW

SIDE SEAL

ASSEMBLY

MK 1S-561-1R

UPPER SKIN P/L

EXTENSION

1/2" SKIN P/L

7/16" DIAPHRAGM

BELOW G1

U/S FLANGE

1 1/8" x 18"

INTERCOSTAL BELOW G1

5/16

5/16 TYP

5/16 5/16

TYP

FCW

1/4 1/4

TYP

FCW

CJP

FCW

CJP

FCW

1/4

1/4 TYP

CJP

FCW

UT & RT

3'-3 1/2" 8'-9" 10'-0" 10'-0" 10'-0"

TRANSVERSE

STIFFENER

5'-0"

LADDER C/L

5'-0" 5'-0"

1S-102 D6

DETAILD6 3" = 1'

TRANSITION D/S

FLANGE (FCM)

MK. 1S-505-1R

U/S FLANGE

1 1/8" x 18"

U/S FLANGE

1 3/8" x 18"

1/4 1/4

TYP

DIAPHRAGM TO

GIRDER WEB

7/16" DIAPHRAGM

BELOW G1 AT ALL

DIAPHRAGMS EXCEPT

D5/D8

LADDER BELOW 1/2" DIAPHRAGM

BELOW G1

TRANSVERSE

STIFFENER (TYP)

1/2" SKIN P/L

1/2" WEB

WEB SPLICE

U/S FLANGE

1 5/8" x 21"

INTERCOSTAL BELOW G1 (TYP)

SEE 1S-311 FOR INTERCOSTAL

SPACING

8" Ø DRAIN HOLE (TYP)

PICKUP LUGS

1 1/2" x 12"

1/2" DIAPHRAGM

PICKUP

LUG C/L

4' -1

1' -5

DIAPHRAGM STIFF

BELOW G1 (TYP)

1/2" x 6"

2" RAD

WEB CUTOUT

FOR PICKUP LUGS

1/2" WEB

5/16

5/16 TYP1/4

1/4TYP 5/16

5/16

TYP

SKIN P/L TO

U/S FLANGE

REACTION ROLLER MOUNT

MK. 1S-537-1R ABOVE G1

MK. 1S-537-2 BELOW G1

D/S FLANGE (FCM)

2 1/8" x 21"

9' -6

CJP

FCW

7/8" x 8" STIFFENER P/L

BELOW WEB OF G1 (TYP)

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

P R

N D

N L

O C

, I

2P 9-

-R

-0

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

K D

N D

1S-103

D O

W N

F H

O R

L G

, P .E

HALF PLAN - GIRDER 2A1 3/8" = 1'

1S-103

D11

D10

REACTION GIRDER C/L

D12

SYMMETRICAL

ABOUT C/L

REACTION

GIRDER C/L

GENERAL SHEET NOTES

1. 1. SEE SHEET 1S-502 FOR ADDITIONAL FABRICATION DETAILS FOR HORIZONTAL

GIRDER 2.

2. SEE SHEETS 1S-530 THROUGH 1S-539 FOR DETAILS ON THE END FRAMING

ASSEMBLY.

3. REACTION ROLLER ASSEMBLIES NOT SHOWN ON SHEET FOR CLARITY.

4. HORIZONTAL GIRDERS SHALL BE WELDED TO END FRAMING ASSEMBLY PRIOR

TO INSTALLATION OF D/S SKIN P/L. D/S SKIN P/L NOT SHOWN ON SHEET FOR

CLARITY. SEE 1S-201 FOR ADDITIONAL DETAILS ON THE D/S SKIN P/L.

2.5

LADDER

OPENING C/L

HOISTING

CONNECTION C/L

CJP

FCW

3'-3 1/2" 8'-9" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 5'-0"

1'-7 1/4"

REACTION GIRDER U/S FLANGE (FCM)

MK. 1S-535-1R

OUTBOARD REACTION

GIRDER STIFFENERS (TYP)

WIRE ROPE

GIRDER (FCM)

MK. 1S-535-2

1 1/2" RAD WELD

ACCESS HOLE (TYP)

REACTION ROLLER MOUNT

MK. 1S-537-2 ABOVE G2

MK. 1S-537-3 BELOW G2

END FRAMING D/S SKIN P/L

VERTICAL STIFFENER (FCM)

MK. 1S-536-21 ABOVE G2

MK. 1S-536-22 BELOW G2

END FRAMING

D/S SKIN P/L (FCM)

MK. 1S-535-3R

TRANSITION D/S

FLANGE (FCM)

MK. 1S-505-2R

2" RAD WELD ACCESS HOLE (TYP)

1/2" WEB

3/4" WEB

WEB SPLICE

INTERCOSTAL ABOVE

AND BELOW G2

TRANSVERSE

STIFFENER

SIDE SEAL

ASSEMBLY

MK 1S-561-1R

7/16" DIAPHRAGM

ABOVE AND

BELOW G2

1/2" SKIN P/L

U/S FLANGE

1 1/8" x 18"

U/S FLANGE

1 1/8" x 18"

TRANSITION D/S

FLANGE (FCM)

MK. 1S-505-2R

7/16" DIAPHRAGM

ABOVE AND BELOW G2

AT ALL DIAPHRAGMS

EXCEPT D5/D8

U/S FLANGE

1 3/8" x 18"

WEB SPLICE

1/2" DIAPHRAGM ABOVE

AND BELOW G2

TRANSVERSE

STIFFENER (TYP)

8" Ø DRAIN HOLE (TYP)

1/2" WEB

1/2" SKIN P/L

INTERCOSTAL BELOW G1 (TYP)

SEE 1S-311 FOR INTERCOSTAL

SPACING

U/S FLANGE

1 5/8" x 18"

D/S FLANGE (FCM)

2 1/8" x 21"

9' -6

1/4 1/4

TYP

DIAPHRAGM TO

GIRDER WEB

CJP

FCW

UT & RT

1/4 1/4

TYP

FCW

5/16

5/16 TYP

CJP

FCW

5/16 5/16

TYP

FCW

5/16

5/16 TYP1/4

1/4TYP

CJP

FCW

CJP

FCW

5/16 5/16

TYP

SKIN P/L TO

U/S FLANGE

1/4

1/4 TYP

LADDER

OPENING C/L

1/2" SKIN P/L

U/S FLANGE

1 3/8" x 18"

1/2" WEB

TRANSVERSE

STIFFENER (TYP)

4'-9"

INTERCOSTAL (TYP)

1S-571

U/S FLANGE

1 5/8" x 18"

INTERIOR LADDER

MK. 1S-571-1

DETAILD7 1" = 1'

CJP

FCW

7/8" x 7" STIFFENER P/L

ABOVE AND BELOW G2 (TYP.)

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

P R

N D

N L

O C

, I

2P 9-

-R

-0

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

K D

N D

1S-104

D O

W N

F H

O R

L G

, P .E

HALF PLAN - GIRDERS 3 & 4A1 3/8" = 1'

1S-104

D11

D10

REACTION GIRDER C/L

D12

SYMMETRICAL

ABOUT C/L

REACTION

GIRDER C/L

GENERAL SHEET NOTES

1. 1. SEE SHEET 1S-503 FOR ADDITIONAL FABRICATION DETAILS FOR HORIZONTAL

GIRDERS 3 AND 4.

2. SEE SHEETS 1S-530 THROUGH 1S-539 FOR DETAILS ON THE END FRAMING

ASSEMBLY.

3. REACTION ROLLER ASSEMBLIES NOT SHOWN ON SHEET FOR CLARITY.

4. HORIZONTAL GIRDERS SHALL BE WELDED TO END FRAMING ASSEMBLY PRIOR

TO INSTALLATION OF D/S SKIN P/L. D/S SKIN P/L NOT SHOWN ON SHEET FOR

CLARITY. SEE 1S-201 FOR ADDITIONAL DETAILS ON THE D/S SKIN P/L.

2.5

5/8" WEB

1/2" WEB

LADDER

OPENING C/L

3'-3 1/2" 8'-9" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 5'-0"

END FRAMING D/S SKIN P/L

VERTICAL STIFFENER (FCM)

MK. 1S-536-22 ABOVE G3

MK. 1S-536-23 BETWEEN G3/G4

MK. 1S-536-23 BELOW G4

REACTION ROLLER MOUNT

MK. 1S-537-3 ABOVE G3

MK. 1S-537-4 BETWEEN G3/G4

MK. 1S-537-4 BELOW G4

1 1/2" RAD WELD

ACCESS HOLE (TYP)

REACTION GIRDER

WEB (TYP)

WIRE ROPE

GIRDER (FCM)

MK. 1S-535-2

OUTBOARD REACTION

GIRDER STIFFENERS (TYP)

REACTION GIRDER

U/S FLANGE (FCM)

MK. 1S-535-1R

SIDE SEAL

ASSEMBLY

MK 1S-561-1R

7/16" DIAPHRAGM

ABOVE AND

BELOW G4/G5

1/2" SKIN P/L

U/S FLANGE

1 1/8" x 18"

TRANSVERSE

STIFFENER

INTERCOSTAL ABOVE

AND BELOW G3/G4

WEB SPLICE

2" RAD WELD

ACCESS HOLE (TYP)

TRANSITION D/S

FLANGE (FCM)

MK. 1S-505-3

END FRAMING

D/S SKIN P/L (FCM)

MK. 1S-535-3R

U/S FLANGE

1 1/8" x 18"

TRANSITION D/S

FLANGE (FCM)

MK. 1S-505-3

7/16" DIAPHRAGM

ABOVE AND BELOW G3/G4

AT ALL DIAPHRAGMS

EXCEPT D5/D8

U/S FLANGE

1 3/8" x 18"

WEB SPLICE

1/2" DIAPHRAGM ABOVE G3.

7/16" DIAPHRAGM BELOW G3.

D/S FLANGE (FCM)

2 1/4" x 21"

TRANSVERSE

STIFFENER (TYP)

8" Ø DRAIN HOLE (TYP)

1/2" WEB

U/S FLANGE

1 7/8" x 21"

INTERCOSTAL BELOW G1 (TYP)

SEE 1S-311 FOR INTERCOSTAL

SPACING

1/2" SKIN P/L

1/4 1/4

TYP

DIAPHRAGM TO

GIRDER WEB

CJP

FCW

UT & RT

CJP

FCW

1/4 1/4

TYP

FCW

5/16

5/16 TYP

CJP

FCW

5/16 5/16

TYP

FCW

5/16

5/16 TYP1/4

1/4TYP 5/16

5/16

TYP

SKIN P/L TO

U/S FLANGE

1/4

1/4 TYP

CJP

FCW

CJP

FCW

7/8" x 5 1/2" STIFFENER P/L

ABOVE AND BELOW G3 (TYP.)

1/2" x 5" STIFFENER P/L

ABOVE AND BELOW G4 (TYP.)

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

P R

N D

N L

O C

, I

2P 9-

-R

-0

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

K D

N D

1S-105

D O

W N

F H

O R

L G

, P .E

HALF PLAN - GIRDER 5A1 3/8" = 1'

1S-105

D11

D10

REACTION GIRDER C/L

D12

SYMMETRICAL

ABOUT C/L

REACTION

GIRDER C/L

GENERAL SHEET NOTES

1. 1. SEE SHEET 1S-504 FOR ADDITIONAL FABRICATION DETAILS FOR HORIZONTAL

GIRDER 5.

2. SEE SHEETS 1S-530 THROUGH 1S-539 FOR DETAILS ON THE END FRAMING

ASSEMBLY.

3. REACTION ROLLER ASSEMBLIES NOT SHOWN ON SHEET FOR CLARITY.

4. HORIZONTAL GIRDERS SHALL BE WELDED TO END FRAMING ASSEMBLY PRIOR

TO INSTALLATION OF D/S SKIN P/L. D/S SKIN P/L NOT SHOWN ON SHEET FOR

CLARITY. SEE 1S-201 FOR ADDITIONAL DETAILS ON THE D/S SKIN P/L.

2.5

8'-9" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 5'-0"

5' -4

9' -6

REACTION ROLLER MOUNT

MK. 1S-537-4 ABOVE G5

MK. 1S-538-1R BELOW G5

END FRAMING D/S SKIN P/L

VERTICAL STIFFENER (FCM)

MK. 1S-536-23 ABOVE G5

MK. 1S-536-24 BELOW G5

END FRAMING

D/S SKIN P/L (FCM)

MK. 1S-535-3R

TRANSITION D/S

FLANGE (FCM)

MK. 1S-505-4R

2" RAD WELD

ACCESS HOLE (TYP)

1/2" WEB

5/8" WEB

WEB SPLICE

INTERCOSTAL ABOVE

AND BELOW G3/G4

TRANSVERSE

STIFFENER

U/S FLANGE

1 1/8" x 18"

1/2" SKIN P/L

7/16" DIAPHRAGM

ABOVE AND

BELOW G5

SIDE SEAL

ASSEMBLY

MK 1S-561-1R

REACTION GIRDER

U/S FLANGE (FCM)

MK. 1S-535-1R

OUTBOARD REACTION

GIRDER STIFFENERS (TYP)

WIRE ROPE

GIRDER (FCM)

MK. 1S-535-2

1 1/2" RAD WELD

ACCESS HOLE (TYP)

CJP

FCW

CJP

FCW

1/4

1/4TYP

5/16

5/16 TYP

5/16 5/16

TYP

FCW

CJP

FCW

1/4

1/4 TYP

5/16

5/16 TYP

1/4 1/4

TYP

FCW

CJP

FCW

CJP

FCW

UT & RT

U/S FLANGE

1 1/8" x 18"

TRANSITION D/S

FLANGE (FCM)

MK. 1S-505-4R

7/16" DIAPHRAGM

ABOVE AND BELOW G5.

U/S FLANGE

1 3/8" x 18"

WEB SPLICE

7/16" DIAPHRAGM ABOVE

AND BELOW G5

D/S FLANGE (FCM)

2 1/4" x 21"

TRANSVERSE

STIFFENER (TYP)

8" Ø DRAIN HOLE (TYP)

1/2" WEB

U/S FLANGE

1 7/8" x 21"

INTERCOSTAL BELOW G1 (TYP)

SEE 1S-311 FOR INTERCOSTAL

SPACING

1/2" SKIN P/L

LADDER

CJP

FCW

1/2" x 4" STIFFENER P/L

ABOVE AND BELOW G5 (TYP.)

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

P R

N D

N L

O C

, I

2P 9-

-R

-0

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

K D

N D

1S-201

D O

W N

F D

O W

M E

, P .E

HALF DOWNSTREAM ELEVATIONA1 3/8" = 1'

D12

D11

D10

SYMMETRICAL ABOUT C/L

1S-551

1. SEE SHEET 1S-501 FOR DETAILS ON HORIZONTAL GIRDER 1.

2. SEE SHEET 1S-502 FOR DETAILS ON HORIZONTAL GIRDER 2.

3. SEE SHEET 1S-503 FOR DETAILS ON HORIZONTAL GIRDERS 3 AND 4.

4. SEE SHEET 1S-504 FOR DETAILS ON HORIZONTAL GIRDERS 5.

5. SEE SHEETS 1S-530 THROUGH 1S-539 FOR DETAILS ON THE END FRAMING

ASSEMBLY.

6. HORIZONTAL GIRDERS AND END FRAMING ASSEMBLY SHALL BE COMPLETELY

ASSEMBLED PRIOR TO ASSEMBLY WITH D/S SKIN P/L. D/S SKIN P/L SHALL BE

SPLICED PRIOR TO ASSEMBLY WITH REST OF LIFT GATE LEAF. OTHER THAN

THE VERTICAL SPLICE AT D4/D9, LOCATIONS OF D/S SKIN P/L SPLICES

ARE SUBJECT TO GOVERNMENT APPROVAL. SEE SECTION E4 ON 1S-551 FOR

DETAILS REGARDING VERTICAL SPLICE AT D4/D9.

7. AERATION PIPE NOT SHOWN FOR CLARITY

2' -1

'-0

3' -9

-1

4' -1

-1 0"

5' -2

1'-2"

8'-9" 10'-0" 10'-0" 10'-0" 10'-0"

REACTION GIRDER C/L

NAPPE ASSEMBLY

NAPPE STRUT BRACE

MK.1S-524-3R

NAPPE STRUT BRACE

MK. 1S-524-2R

NAPPE STRUT BRACE

MK. 1S-524-1

1/2" D/S SKIN P/L (FCM)

3/8" P/L BETWEEN D4/D9 (TYP)

3/4" x 9" GATE

RESTS (TYP)

7/8" Ø ASTM F3125 GRADE A325 BOLTS W/ MATCHING NUT AND

WASHER. SEE MK. 1S-535-3R FOR BOLT SPACING.

5/16

TYP

FCW

8" x 8" TIMBER FENDER (TYP)

REACTION ROLLER (TYP)

END FRAMING

D/S SKIN P/L

MK. 1S-535-3R

RECESS SHIELD

MK. 1S-539-1R

3'-3 1/2"

1/2" P/L BETWEEN

D1/D4 AND D9/D12 (TYP)

5'-0"

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

P R

N D

N L

O C

, I

2P 9-

-R

-0

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

K D

N D

1S-202

D O

W N

, P .E

1/2" SKIN P/L

3' -9

1 1/4" RAD

D1 D1

13/16" x 1 3/4" SLOTTED HOLES

FOR MOUNTING SIDE SEAL

SEE VERTICAL SIDE SEAL

MK. 1S-561-1R FOR HOLE

SPACING

110'-1" CURVED BOTTOM EDGE OF SKIN P/L

1'-8 1/2"

PARTIAL DOWNSTREAM ELEVATIONA1 3/4" = 1'

PARTIAL UPSTREAM ELEVATIONA5 3/4" = 1'

GENERAL SHEET NOTES

1. 1. SEE SHEET 1S-102 THROUGH 1S-105 FOR DETAILS ON ASSEMBLY OF

HORIZONTAL GIRDERS TO END FRAMING ASSEMBLY.

2. SEE SHEET 1S-501 FOR DETAILS ON HORIZONTAL GIRDER 1.

3. SEE SHEET 1S-502 FOR DETAILS ON HORIZONTAL GIRDER 2.

4. SEE SHEET 1S-503 FOR DETAILS ON HORIZONTAL GIRDERS 3 AND 4.

5. SEE SHEET 1S-504 FOR DETAILS ON HORIZONTAL GIRDER 5.

6. SEE SHEETS 1S-530 THROUGH 1S-539 FOR DETAILS ON THE END FRAMING

ASSEMBLY.

7. AERATION PIPE AND SIDE SEAL ASSEMBLY NOT SHOWN ON SHEET FOR

CLARITY.

8. HORIZONTAL GIRDERS AND END FRAMING ASSEMBLY SHALL BE COMPLETELY

ASSEMBLED PRIOR TO ASSEMBLY WITH D/S SKIN P/L. D/S SKIN P/L SHALL BE

SPLICED PRIOR TO ASSEMBLY WITH REST OF LIFT GATE LEAF. OTHER THAN

THE VERTICAL SPLICE AT D4/D9, LOCATIONS OF D/S SKIN P/L SPLICES

ARE SUBJECT TO GOVERNMENT APPROVAL.

3' -9

-2

4' -1

0" 4'

-1

4' -1

-1

2'- 7/8"

1' -6

2" 1'

-9

1' -9

2" 1'

-9

1' -9

8" 6"

1' -4

8" 1'

-9

4" 2'

-9

ROLLER

MOUNT (TYP)

NAPPE STRUT

BRACE

MK. 1S-524-1

1/2" D/S

SKIN P/L (FCM)

GRIND CJP WELD

BETWEEN D/S GIRDER

FLANGES AND END FRAMING

D/S SKIN P/L TO SMOOTH

TANGENT (TYP)

GIRDER WEB (TYP)

7/8" Ø ASTM F3125

GRADE A325 BOLTS

W/ MATCHING NUTS

AND WASHERS

END

FRAMING

ASSEMBLY

MK. 1S-530-1R

END FRAMING D/S SKIN P/L (FCM)

MK. 1S-535-3R

1/2" P/L (TYP)

5/16 5/16

TYP

FCW

3/8

TYP

FCW

RECESS SHIELD

MK. 1S-539-1R

REACTION

GIRDER C/L

CJP

FCW

CJP

NAPPE

TO SKIN P/L

SPLICE

REACTION

GIRDER C/L

END FRAMING ASSEMBLY

MK. 1S-530-1R

HORIZONTAL GIRDER

WEB (TYP)

HORIZONTAL GIRDER

U/S FLANGE (TYP)

INTERCOSTAL (TYP)

5/16

TYP

U/S FLANGE

TO SKIN P/L

NAPPE P/L

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

P R

N D

N L

O C

, I

2P 9-

-R

-0

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O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

K D

N D

1S-301

D O

W N

F D

O N

, P .E

SCALE:

SECTION (D1 & D12)

A1 3/4" = 1'

1S-003

SECTION (D2 & D11)

A6 3/4" = 1'

7/16" DIAPHRAGM P/L (TYP.)

1/4

1/4 TYP.

1S-521

7/16" DIAPHRAGM P/L (TYP.)

3/4" x 9" x 5'-2 5/8" GATE REST

1/4

1/4 TYP.

3/8" x 4" STIFFENERS

INBOARD SIDE UNO

1S-521

1/4

1/4TYP.

G5 G5

1/2" SKIN P/L

D/S FLANGE (FCM)

1 3/4" x 21"

D/S FLANGE (FCM)

1 3/4" x 21"

D/S FLANGE (FCM)

1 3/4" x 21"

D/S FLANGE (FCM)

1 1/2" x 21"

3" RAD. WELD

ACCESS HOLES (TYP.)

1/2" SKIN P/L

U/S FLANGE

1 1/8"x18"

U/S FLANGE

1 1/8"x18"

U/S FLANGE

1 1/8"x18"

U/S FLANGE

1 1/8"x18"

U/S FLANGE

1 1/8"x18"

2' -1

-1

4' -1

-1 0"

5' -2

NAPPE STRUT BRACE

MK. 1S-524-2R

NAPPE STRUT BRACE

MK. 1S-524-1

D/S SKIN P/L (FCM)

BOLTS CONNECTING D/S

SKIN P/L TO END FRAMING

D/S SKIN NOT SHOWN FOR

CLARITY.

END FRAMING

D/S SKIN P/L (FCM)

MK 1S-535-3R

5' -2

-1 0"

4' -1

-1

2' -1

1' -6

3" RAD WELD

ACCESS HOLES (TYP)

3/4" x 4" STIFFENERS (TYP)

ON BOTH SIDES

OF DIAPHRAGM

10 1/2"

1' -2

5/16 5/16

TYP

FCW

3/4" x 9" x 2'-6" GATE REST

1/4

1/4TYP

1S-511 A1

SIM

1S-511

D/S FLANGE (FCM)

1 1/2" x 21"

D/S SKIN P/L (FCM)

1/4 1/4

TYP

FCW

U/S FLANGE

1 1/8" x 18"

U/S FLANGE

1 1/8" x 18"

U/S FLANGE

1 1/8" x 18"

U/S FLANGE

1 1/8" x 18"

U/S FLANGE

1 1/8" x 18"

1/4

1/4 TYP1/4

1/4 TYP

5/16

5/16 TYP

ACCESS OPENING LOCATED

IN CENTER OF DIAPHRAGM P/L

TYP EXCEPT WHERE SHOWN

SEE DETAIL A5 ON SHEET 1S-511

FOR ACCESS OPENING DETAILS

ACCESS OPENING LOCATED

IN CENTER OF DIAPHRAGM P/L

SEE DETAIL A5 ON SHEET 1S-511

FOR DIAPHRAGM OPENING DETAILS

3/8" x 4" STIFFENERS

ON BOTH SIDES OF

DIAPHRAGM

1' -3

D1/D12 ACCESS P/L

MK. 1S-521-1

10 1/2" 10 1/2"

2' -8

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

P R

N D

N L

O C

, I

2P 9-

-R

-0

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

K D

N D

1S-302

D O

W N

F D

O N

, P .E

SCALE:

SECTION (D3 & D10)

SECTION (D4 & D9)

D/S FLANGE (FCM)

1 1/2" x 21"

1/4

1/4TYP.

7/16" DIAPHRAGM

P/L (TYP.)

1/4

1/4 TYP.

1/4

1/4 TYP.

3/8" x 4" STIFFENERS (TYP)

INBOARD SIDE UNO

3" RAD. WELD

ACCESS HOLES (TYP.)

1S-522

3/4" x 9" x 7'-1 1/16" GATE REST

1/4TYP.

7/16" DIAPHRAGM

P/L (TYP.)

1S-522

U/S FLANGE

1 7/8" x 21"

U/S FLANGE

1 3/8" x 18"

1/4

1/4 TYP.

1/4

1/4 TYP.

1/4

1/4TYP.

3/4" x 9" x 8'-10 3/4" GATE REST

3" RAD. WELD

ACCESS HOLES (TYP.)

G5 G5

U/S FLANGE

1 7/8" x 21"

U/S FLANGE

1 7/8" x 21"

1/2" SKIN P/L

U/S FLANGE

1 3/8" x 18"

U/S FLANGE

1 3/8" x 21"

U/S FLANGE

1 3/8" x 21"

U/S FLANGE

1 3/8" x 21"

1/2" SKIN P/L

2' -1

-1

D/S FLANGE (FCM)

1 3/4" x 21"

D/S FLANGE (FCM)

1 3/4" x 21"

D/S FLANGE (FCM)

1 3/4" x 21"

D/S FLANGE (FCM)

2 1/8" x 21"

D/S FLANGE (FCM)

2 1/8" x 21"

D/S FLANGE (FCM)

2 1/4" x 21"

D/S FLANGE (FCM)

2 1/4" x 21"

D/S FLANGE (FCM)

2 1/4" x 21"

4' -1

-1 0"

5' -2

2' -1

-1

4' -1

-1 0"

5' -2

3/4" x 4" STIFFENERS

ON BOTH SIDES

OF DIAPHRAGM

ACCESS OPENING LOCATED

IN CENTER OF DIAPHRAGM P/L

SEE DETAIL A5 ON SHEET 1S-511

FOR DIAPHRAGM OPENING DETAILS

D/S SKIN P/L (FCM)

ACCESS OPENING LOCATED

IN CENTER OF DIAPHRAGM P/L

SEE DETAIL A8 ON SHEET 1S-511

FOR DIAPHRAGM OPENING DETAILS

3/4" x 4" STIFFENERS

ON BOTH SIDES

OF DIAPHRAGM

1/4 1/4

T…

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File details come from the government source that posted it. Updated Jun 24, 2021.