Attachment J-2 - PLAN_SET_SOL.pdf

PDF 1 MB Posted Aug 14, 2024

Attached to: IWW Three Wicket Bulkhead Fabrication - Peoria, IL
Solicitation number: W912EK24B0021
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Aug 14, 2024

This document is a set of technical drawings and notes for the fabrication of a three-wicket bulkhead for the Illinois Waterway along the Illinois River. The work includes the fabrication, assembly, painting, and delivery of the complete bulkhead assembly, which is comprised of various structural steel components, lifting plates, push plate assemblies, walkway supports, and other accessories. Key details include dimensional tolerances, welding requirements, painting specifications, quality control procedures, and bill of materials. The drawings and notes are issued under Solicitation No. W912EK24B0021 for the "IWW Three Wicket Bulkhead Fabrication" project, which is being managed by the U.S. Army Corps of Engineers Rock Island District. The solicitation requires the fabricator to maintain AISC and/or SSPC certifications, and to submit shop drawings for approval prior to fabrication.

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File	Type	Posted
B01 - BID SUMMARY SHEET_signed.pdf	PDF	Sep 17, 2024
A22. W912EK24B0021_AMND 0002.pdf	PDF	Sep 13, 2024
A22. W912EK24B0021_AMND 0001.pdf	PDF	Aug 23, 2024
A22. W912EK24B0021.pdf	PDF	Aug 14, 2024
Attachment J-1 - Supply Solicitation and Specifications.pdf	PDF	Aug 14, 2024

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APPROVAL RECOMMENDED BY:

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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®of Engineers

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ISSUE DATE: AUGUST 2024

CONTRACT NO:

SOLICITATION NO:

IWW THREE WICKET BULKHEAD FABRICATION

PEORIA, ILLINOIS

ILLINOIS WATERWAY

ILLINOIS RIVER BASIN

ROCK ISLAND DISTRICT

W E

W912EK24B0021

of Engineers

US Army Corps

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File Path: C:\Temp\Cole Clements\D Drive\Projects\IWW Project Office\IWW 3-Wicket bulkhead\Pack and Go - POST90ATR\Notes.dwg

Plot Date: 08/05/2024 3:56:06 PM

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GENERAL NOTES

1. FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE 3-WICKET BULKHEAD ASSEMBLIES

AS SHOWN IN THE MODEL AND DRAWINGS AND IN ACCORDANCE WITH THE SPECIFICATIONS.

THE BULKHEAD ASSEMBLY IS COMPRISED OF FIVE W-SHAPE HORIZONTAL FRAMES AND

ONE MC-SHAPE HORIZONTAL FRAME CONNECTED BY SKIN PLATE ON EACH SIDE AND A SERIES

OF CHANNELS ON THE MAIN FRONT SIDE. LIFTING PLATES, PUSH PLATE ASSEMBLIES AND

WALKWAY SUPPORTS, WALKWAY FRAMES, AND GRATING ARE ALSO INCLUDED.

2. BULKHEAD TO HAVE IDENTIFICATION NUMBER PLATE AS SHOWN IN THE MODEL.

3. ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED IN THE MODEL, DRAWINGS, AND IN

THE SPECIFICATIONS.

4. ALL BOLTED CONNECTIONS TO BE FULLY PRETENSIONED, EXCEPT THOSE LISTED BELOW,

TO PREVENT LOOSENING. SEE SPECIFICATIONS FOR DETAILS OF PRETENSIONING.

- SHUTTER BOLTS

- ID BOLTS

- HANDRAIL BOLTS

- LATCH BOLTS

- CLEAT BOLTS

5. SURFACE FINISHES SHALL CONFORM TO THE MOST CURRENT ANSI STANDARD B46.1 -

CODE FOR "SURFACE TEXTURE".

6. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL

MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATION

UNLESS OTHERWISE NOTED.

7. DIMENSIONS SHOWN ON CONTROL DIMENSIONS SHEET ARE FINAL DIMENSIONS AND

ALLOWANCES MUST BE MADE FOR MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.

8. DIMENSIONS PROVIDED IN BILL OF MATERIALS DO NOT ACCOUNT FOR WELD JOINT PREPARATION OR DISTORTION CONTROL MEASURES THE CONTRACTOR SHALL TAKE TO ENSURE THE FINAL WELDED

ASSEMBLY MEETS DIMENSIONAL TOLERANCES.

9. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM (QCS)

TO ASSURE COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN

RECORDS OF HIS QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

10. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH THE

SPECIFICATIONS. CONSIDER FABRICATION PROCESS WHEN PRODUCING SHOP DRAWINGS.

HOLES BETWEEN INDIVIDUAL PARTS MUST ALIGN FOR FULL ASSEMBLY.

11. ALL EXPOSED STRUCTURAL STEEL, INTERIOR & EXTERIOR SURFACES OF THE 3-WICKET

BULKHEAD AND APPURTENANCES, EXCEPT MACHINED SURFACES AND CORROSION RESISTANT

SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. MACHINED

SURFACES SHALL BE PROTECTED AS NOTED IN THE SPECIFICATIONS.

12. DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED.

13. ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER

THAN 125 MICRO INCHES.

14. ALL DRAIN HOLES SHALL BE 2 INCHES IN DIAMETER UNLESS OTHERWISE SHOWN.

15. THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT OF 3-WICKET BULKHEAD.

16. THE ENTIRE BULKHEAD SHALL BE COMPLETELY ASSEMBLED PRIOR TO AND AT DELIVERY.

17. FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESSES OR WIDTHS, THE LARGER

OF THE PLATES SHALL HAVE A BEVELED SLOPE NO GREATER THAN 1:3.

18. QUANTITIES PROVIDED IN BILL OF MATERIALS TABLE INCLUDE PARTS FOR ONE COMPLETE

BULKHEAD ASSEMBLY.

19. GRATING MODELED AS SINGLE PIECE. PROVIDE SMALLER PIECES TO MAKE UP OVERALL LENGTH.

WEIGHT OF EACH SMALLER PIECE TO BE LESS THAN 50LBS.

20. ALL WELD JOINT PREPARATION SHOWN IN THE MODEL IS FOR VISUAL PURPOSES ONLY. ACTUAL WELD JOINT PREPARATION MAY VARY BASED ON MEMBER LAYOUT AND FABRICATOR PREFERENCE.

ENSURE WELD JOINT PREPARATION IS SUBMITTED WITH SHOP DRAWINGS FOR APPROVAL.

21. PROVIDE CHAIN SECTIONS TO SPAN BETWEEN EYEBOLTS ON HANDRAIL POSTS. PROVIDE

SPRING LATCH ON EITHER END.

DIMENSIONAL TOLERANCES

1. DIMENSIONAL TOLERANCES SHALL BE VERIFIED IN THE VERTICAL POSITION.

(SHUTTER CHANNELS/GUIDES VERTICAL).

2. THE OVERALL HEIGHT OF BULKHEAD SHALL NOT VARY FROM THE NOMINAL

DIMENSION BY MORE THAN 18 INCH.

3. FOR THE ENTIRE HEIGHT OF THE BULKHEAD, THE LENGTH OF THE BULKHEAD

BETWEEN CENTERLINE OF SEALS SHALL NOT VARY BY MORE THAN 18 INCH

FROM THE DIMENSIONS SHOWN ON THE DRAWINGS AND THE MODEL.

4. TO ASSURE SQUARENESS, DIAGONAL DISTANCE MEASURED BETWEEN

BOTTOM OUTSIDE SIDE SKIN PLATE AND TOP OUTSIDE SIDE SKIN PLATE

AND CENTERLINE OF CHANNEL AT TOP AND CENTERLINE OF CHANNEL AT BOTTOM

SHALL NOT VARY BY MORE THAN 14 INCH FROM THAT CALCULATED WITH

DIMENSIONS SHOWN ON THE DRAWINGS.

WELDING NOTES

1. ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES

THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE

APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY BRIDGE

WELDING CODE AWS D1.5 AND TO THE PROVISIONS OF THE SPECIFICATIONS.

2. TABLE OF WELDS INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED

WELDING INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL

IN ACCORDANCE WITH THE SPECIFICATIONS.

3. THE CONTRACTOR'S WELDING PROCEDURE SPECIFICATIONS ACCOMPANYING THE PRODUCED

AND SUBMITTED SHOP DRAWINGS SHALL BE SPECIFIC WITH REGARD TO THE FILLER METAL

AND OTHER FEATURES OF THE TECHNIQUES.

4. WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO

MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION. WELDING SEQUENCE SHALL

BE SUBMITTED FOR APPROVAL WITH THE SHOP DRAWINGS.

5. UNLESS OTHERWISE NOTED, ALL BUTT JOINTS SHALL BE COMPLETE JOINT

PENETRATION (CJP) WELDS AS PREQUALIFIED IN ACCORDANCE WITH THE PROVISIONS

OF THE AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE AWS D1.5.

6. UNLESS OTHERWISE NOTED, ALL GROOVE WELDED JOINTS SHALL BE COMPLETE

PENETRATION GROOVE WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN

WELDING SOCIETY, BRIDGE WELDING CODE AWS D1.5.

7. GRIND WELDS FLUSH ON ALL BUTT JOINTS.

8. ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT MODEL/DRAWINGS SHALL BE

CLEARLY SHOWN ON THE SHOP DRAWINGS FOR GOVERNMENT APPROVAL. ALL SPLICES

SHALL BE COMPLETE JOINT PENETRATION WELDS ACCORDING TO AWS D1.5.

9. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM REQUIRED

IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, BRIDGE

WELDING CODE AWS D1.5. ALL FILLET WELDS SHALL BE WRAPPED.

10. WELD ACCESS HOLES SHALL BE USED TO PREVENT THE INTERSECTION OF WELDS. THEY

SHALL BE MINIMUM 1 12" RADIUS.

11. WHERE INTERSECTING WELDS ARE SHOWN, THE BOTTOM WELD SHALL BE COMPLETED, INSPECTED, AND APPROVED BEFORE THE NEXT WELD IS PLACED.

12. USE OF BULKHEAD COMPONENTS AS BACKING IS PROHIBITED. PROVIDE BACKING ACCORDING TO

AWS D1.5.

13. WELD ACCESS HOLES IN THE DAMMING SURFACE ARE PROHIBITED, UNLESS NOTED OTHERWISE.

14. 70 ksi LOW HYDROGEN FILLER METAL TO BE USED FOR ALL WELDS.

WRAP WELD AROUND

END OF ALL WELDED

PLATES TYP WELD ACCESS

HOLES

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File Path: C:\Temp\Cole Clements\D Drive\Projects\IWW Project Office\IWW 3-Wicket bulkhead\Pack and Go - POST90ATR\Control dimensions1.dwg

Plot Date: 08/05/2024 3:57:28 PM

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CONTROL DIMENSIONS

DIMENSIONS Description DIMENSIONS MEASURED

AB (TOP)

AB (BOTTOM)

CENTERLINE OF CHANNEL TO CENTERLINE OF CHANNEL AT TOP

AND BOTTOM OF CHANNEL

16'-0" +/- 1/16" 16'-0" +/- 1/16"

CD (LEFT)

CD (RIGHT)

TOP FACE OF MAIN BEAM FLANGE TO BOTTOM FACE OF MAIN

CHANNEL BEAM WEB AT BOTH ENDS OF BEAM

16'-6" +/- 1/16" 16'-6" +/- 1/16"

EF (LEFT)

EF (RIGHT)

CENTERPOINT OF FLAT LIFTING PLATE HOLE TO CENTERLINE OF

MAIN BEAM WEB BOTH SIDES

0'-0" 0'-0"

GH (LEFT)

GH (RIGHT)

CENTERLINE MAIN LIFT PICK POINT TO UPSTREAM FACE OF FRONT

SKIN BOTH SIDES

1'-2 7/8" +/- 1/16" 1'-2 7/8" +/- 1/16"

DIAGONAL BETWEEN TOP OUTSIDE CORNER OF SIDE SKIN AND

BOTTOM OUTSIDE CORNER OF SIDE SKIN BOTH DIRECTIONS

EQUAL +/- 1/16"

A (TOP) B (BOTTOM)

B (TOP) A (BOTTOM)

DIAGONAL BETWEEN POINTS A AND B AT TOP AND BOTTOM BOTH

DIRECTIONS

EQUAL +/- 1/16"

CENTERLINE TOP FLAT PICK POINT TO CENTERLINE BOTTOM

FLATE PICK POINT

SPACE PLATES EVENLY BASED ON

BULKHEAD CENTER OF GRAVITY

NOTE: GRATING, GRATING FRAME, GRATING FRAME SUPPORTS,

SEALS, BOTTOM SEAL ANGLE, SHUTTERS, PUSH PLATE ASSEMBLY,

CLEATS AND BOLTS NOT SHOWN FOR CLARITY

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File Path: C:\Temp\Cole Clements\D Drive\Projects\IWW Project Office\IWW 3-Wicket bulkhead\Pack and Go - POST90ATR\Tables1.dwg

Plot Date: 08/05/2024 3:58:09 PM

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BILL OF MATERIALS

ITEM MATERIAL UNIT

QTY

ITEM

QTY QTY PART NUMBER COMMENTS

1 ASTM A709 GRADE 50T2 178 in 4 712 in W 10x39 2 ASTM A709 GRADE 50T2 178 in 1 178 in W 10x39-1 3 ASTM A709 GRADE 50 1 in 20 20 in W 10x39 Stiffener 4 ASTM A709 GRADE 50T2 178 in 1 178 in MC 10x33.6 5 ASTM A709 GRADE 50 1 in 2 2 in MC 10x33.6 Stiffener 6 ASTM A709 GRADE 50 196 1 2 in 3 589 1 2 in C 7x9.8 7 ASTM A709 GRADE 50 1 in 3 3 in C 7x9.8 Stiffener 8 ASTM A709 GRADE 50 210 in 10 2100 in C 4x5.4 9 ASTM A709 GRADE 50 196 1 2 in 8 1572 in C 12x20.7

10 ASTM A709 GRADE 50 196 1 2 in 4 786 in C 12x20.7-1 11 ASTM A709 GRADE 50 200 in 1 200 in L 4x4x1/2 12 ASTM A709 GRADE 50 1 in 3 3 in Grating Support 13 ASTM A709 GRADE 50 1 in 3 3 in Grating Support-1 14 Steel, Mild, Welded 1 in 1 1 in Side Assembly

14.1 ASTM A709 GRADE 50T2 72 in 1 72 in W 10x39

14.2 ASTM A709 GRADE 50T2 64 in 1 64 in W 10x39-1

14.3 ASTM A709 GRADE 50T2 55 in 1 55 in W 10x39-2

14.4 ASTM A709 GRADE 50T2 30 in 1 30 in W 10x39-3

14.5 ASTM A709 GRADE 50T2 21 in 1 21 in W 10x39-4

14.6 ASTM A709 GRADE 50T2 12 in 1 12 in MC 10x33.6

14.7 ASTM A709 GRADE 50 215 in 1 215 in C 10x25

14.8 ASTM A709 GRADE 50 1 in 1 1 in Side Skin

14.9 ASTM A709 GRADE 50 1 in 1 1 in Front Skin

14.10 ASTM A709 GRADE 50F2 1 in 1 1 in Lifting Plate Fracture Critical Member

14.11 Rubber 1 in 1 1 in Side Seal

14.12 Steel, Mild, Welded 1 in 1 1 in Push Plate Assembly

14.12.1 ASTM A36 1 in 1 1 in Push Plate

14.12.2 ASTM A36 24 in 1 24 in W 8x35

14.12.3 ASTM A36 1 in 1 1 in Push Plate Base

14.12.4 ASTM A36 1 in 2 2 in Push Plate Stiffener

14.13 ASTM A709 GRADE 50F2 1 in 2 2 in Flat Lifting Plate Fracture Critical Member

14.14 ASTM A709 GRADE 50T2 1 in 1 1 in W 10x39 Vertical Stiffener

14.15 ASTM A709 GRADE 50 1 in 1 1 in Vertical Stiffener Web

14.16 ASTM A709 GRADE 50T2 1 in 3 3 in W 10x39 Vertical Stiffener-1

14.17 ASTM A709 GRADE 50 1 in 3 3 in Vertical Stiffener Web-1

14.18 ASTM A709 GRADE 50T2 1 in 1 1 in W 10x39 Vertical Stiffener-2

14.19 ASTM A709 GRADE 50 1 in 1 1 in Vertical Stiffener Web-2

14.20 ASTM A709 GRADE 50 1 in 1 1 in Side Grating Support

14.21 ASTM A709 GRADE 50 1 in 1 1 in Watermark plate

14.22 Steel, Mild 1 in 4 4 in ANSI B18.2.2 - 5/8 - 11, HHNI ASTM A563 GR DH, Galvanized

14.23 Steel, Mild 1 in 8 8 in ANSI B18.22.1 - 5/8 - wide - Type A ASTM F436 GR DH, Galvanized

14.24 Steel, Mild 1 in 2 2 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 4.5, HBI ASTM F3125 GR A325, Galvanized

14.25 Steel, Mild 1 in 2 2 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 5, HBI ASTM F3125 GR A325, Galvanized

14.26 1 in 1 1 in Bolted Connection

14.26.1 Steel, Mild 1 in 20 20 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 7, HBI ASTM F3125 GR A325, Galvanized

14.26.2 Steel, Mild 1 in 20 20 in ANSI B18.2.2 - 5/8 - 11, HHNI ASTM A563 GR DH, Galvanized

14.26.3 Steel, Mild 1 in 40 40 in ANSI B18.22.1 - 5/8 - wide - Type A ASTM F436 GR DH, Galvanized

15 Steel, Mild, Welded 1 in 1 1 in Side Assembly_MIR Mirror of Side Assembly

15.1 ASTM A709 GRADE 50T2 1 in 1 1 in W 10x39_MIR Mirror of Side Assembly

15.2 ASTM A709 GRADE 50T2 1 in 1 1 in W 10x39-1_MIR Mirror of Side Assembly

15.3 ASTM A709 GRADE 50T2 1 in 1 1 in W 10x39-2_MIR Mirror of Side Assembly

15.4 ASTM A709 GRADE 50T2 1 in 1 1 in W 10x39-3_MIR Mirror of Side Assembly

15.5 ASTM A709 GRADE 50T2 1 in 1 1 in W 10x39-4_MIR Mirror of Side Assembly

15.6 ASTM A709 GRADE 50T2 1 in 1 1 in MC 10x33.6_MIR Mirror of Side Assembly

15.7 ASTM A709 GRADE 50 215 in 1 215 in C 10x25

15.8 ASTM A709 GRADE 50 1 in 1 1 in Side Skin_MIR Mirror of Side Assembly

15.9 ASTM A709 GRADE 50 1 in 1 1 in Front Skin

15.10 Rubber 1 in 1 1 in Side Seal

15.11 ASTM A709 GRADE 50F2 1 in 1 1 in Lifting Plate Fracture Critical Member

15.12 Steel, Mild, Welded 1 in 1 1 in Push Plate Assembly_MIR Mirror of Push Plate Assembly

15.12.1 ASTM A36 1 in 1 1 in Push Plate

15.12.2 ASTM A36 1 in 1 1 in W 8x35_MIR Mirror of Push Plate Assembly

15.12.3 ASTM A36 1 in 1 1 in Push Plate Base

15.12.4 ASTM A36 1 in 2 2 in Push Plate Stiffener

15.13 ASTM A709 GRADE 50F2 1 in 2 2 in Flat Lifting Plate Fracture Critical Member

15.14 ASTM A709 GRADE 50 1 in 1 1 in W 10x39 Vertical Stiffener

15.15 ASTM A709 GRADE 50T2 1 in 1 1 in Vertical Stiffener Web

15.16 ASTM A709 GRADE 50 1 in 3 3 in W 10x39 Vertical Stiffener-1

15.17 ASTM A709 GRADE 50T2 1 in 3 3 in Vertical Stiffener Web-1

15.18 ASTM A709 GRADE 50 1 in 1 1 in W 10x39 Vertical Stiffener-2

15.19 ASTM A709 GRADE 50T2 1 in 1 1 in Vertical Stiffener Web-2

15.20 ASTM A709 GRADE 50 1 in 1 1 in Side Grating Support_MIR Mirror of Side Grating Support

15.21 ASTM A709 GRADE 50 1 in 1 1 in Watermark plate

15.22 Steel, Mild 1 in 4 4 in ANSI B18.2.2 - 5/8 - 11, HHNI ASTM A563 GR DH, Galvanized

15.23 Steel, Mild 1 in 8 8 in ANSI B18.22.1 - 5/8 - wide - Type A ASTM F436 GR DH, Galvanized

15.24 Steel, Mild 1 in 2 2 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 4.5, HBI ASTM F3125 GR A325, Galvanized

15.25 Steel, Mild 1 in 2 2 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 5, HBI ASTM F3125 GR A325, Galvanized

15.26 1 in 1 1 in Bolted Connection

15.26.1 Steel, Mild 1 in 20 20 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 7, HBI ASTM F3125 GR A325, Galvanized

15.26.2 Steel, Mild 1 in 20 20 in ANSI B18.2.2 - 5/8 - 11, HHNI ASTM A563 GR DH, Galvanized

15.26.3 Steel, Mild 1 in 40 40 in ANSI B18.22.1 - 5/8 - wide - Type A ASTM F436 GR DH, Galvanized

16 Steel, Mild, Welded 1 in 1 1 in Walkway Assembly

16.1 ASTM A36 71 1 2 in 2 143 in L 2.5x1.5x1/4

16.2 ASTM A36 58 in 1 58 in L 2.5x1.5x1/4-1

16.3 ASTM A36 1 in 1 1 in L 2.5x1.5x1/4-1_MIR Mirror of L2.5x1.5x1/4-1

16.4 ASTM A36 16 in 1 16 in L 2.5x1.5x1/4-2

16.5 ASTM A36 1 in 1 1 in L 2.5x1.5x1/4-2_MIR Mirror of L2.5x1.5x1/4-2

16.6 ASTM A36 202 in 1 202 in L 2.5x2x3/8

16.7 ASTM A36 202 in 2 404 in L 3x2x1/4

16.8 ASTM A36 202 in 1 202 in L 3x2x1/4-1

16.9 ASTM A36 202 in 1 202 in L 3x2x1/4-2

16.10 ASTM A36 12 in 1 12 in L 3x3x3/8

16.11 ASTM A36 1 in 2 2 in L 3x3x3/8_MIR Mirror of L 3x3x3/8

16.12 ASTM A36 18 in 1 18 in L 3.5x2.5x1/4

16.13 ASTM A36 18 in 1 18 in L 3.5x2.5x1/4-1

16.14 ASTM A36 202 in 1 202 in MC 6x12

16.15 ASTM A36 1 in 5 5 in Handrail Shim Plate

16.16 ASTM A36 202 in 1 202 in MC 6x12-1

16.17 ASTM A36 1 in 6 6 in MC 6x12 Base Plate

16.18 ASTM A36 48 in 2 96 in WT 3x6

16.19 ASTM A36 48 in 1 48 in WT 3x6-1

16.20 ASTM A36 24 in 2 48 in WT 3x6-2

16.21 ASTM A36 24 in 1 24 in WT 3x6-3

BILL OF MATERIALS

ITEM MATERIAL UNIT

QTY

ITEM

QTY QTY PART NUMBER COMMENTS

16.22 Steel 1 in 1 1 in Side Bar Grating

16.23 Steel 1 in 1 1 in Side Bar Grating_MIR Mirror of Side Bar Grating

16.24 Steel 1 in 1 1 in Back Bar Grating

16.25 Steel 1 in 1 1 in Front Bar Grating

16.26 ASTM A786 1 in 3 3 in Cover Plate 1/4" Steel Diamond Plate

16.27 Steel 1 in 9 9 in Steel Hinge without Holes

16.28 ASTM A36 1 in 6 6 in Cover Latch

16.29 ASTM A36 1 in 6 6 in Cover Latch Stiffener

16.30 Steel, Galvanized 1 in 6 6 in Lift-and-Drop Barrel Slide-Bolt

16.31 ASTM F436 TYPE 1 1 in 46 46 in Beveled Washer

17 Rubber 1 in 1 1 in Shutter Seal 18 Rubber 1 in 1 1 in Bottom Seal 19 ASTM A709 GRADE 50 24 in 1 24 in L 3x3x3/8 20 ASTM A709 GRADE 50 1 in 1 1 in L 3x3x3/8_MIR Mirror of L 3x3x3/8 21 ASTM A709 GRADE 50 24 in 1 24 in L 3x3x3/8-1 22 1 in 1 1 in Handrail Assembly

22.1 Aluminum 6061 T6 42 in 9 378 in ANSI - 2 x 0.218 - 42

22.2 1 in 18 18 in Chain Latch Galvanized

22.2.1 Steel, Galvanized 1 in 2 2 in Galvanized Steel Eye Nut Galvanized

22.2.2 Steel, Galvanized 1 in 1 1 in Threaded Rod Galvanized

22.3 Aluminum 6061 T6 1 in 9 9 in Handrail Slip-on Fitting

23 ASTM A36 1 in 1 1 in ID-WEIGHT Plate 24 Steel, Galvanized 1 in 4 4 in Rope Cleat Galvanized 25 Epoxy Resin 1 in 8 8 in Epoxy Fill 26 Epoxy Resin 1 in 2 2 in Epoxy Fill-2 27 Epoxy Resin 1 in 2 2 in Epoxy Fill-2_MIR 28 Steel, Mild 1 in 16 16 in ANSI B18.22.1 - 1/2 - wide - Type A ASTM F436 GR DH, Galvanized 29 Steel, Mild 1 in 8 8 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 5, HBI ASTM F3125 GR A325, Galvanized 30 Steel, Mild 1 in 4 4 in ANSI B18.2.2 - 1/2 - 13, HHNI ASTM A563 GR DH, Galvanized 31 Steel, Mild 1 in 16 16 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 3.75, HBI ASTM F3125 GR A325, Galvanized 32 Steel, Mild 1 in 14 14 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 3.25, HBI ASTM F3125 GR A325, Galvanized 33 Steel, Mild 1 in 8 8 in ANSI/ASME B18.2.1 - 3/4-10 UNC - 3, HBI ASTM F3125 GR A325, Galvanized 34 Steel, Mild 1 in 8 8 in ANSI/ASME B18.2.1 - 3/4-10 UNC - 2.25, HBI ASTM F3125 GR A325, Galvanized 35 Steel, Mild 1 in 4 4 in ANSI/ASME B18.2.1 - 3/4-10 UNC - 4.5, HBI ASTM F3125 GR A325, Galvanized 36 Steel, Mild 1 in 4 4 in ANSI/ASME B18.2.1 - 1/2-13 UNC - 2.25, HBI ASTM A307, Galvanized 37 Steel, Mild 1 in 56 56 in ANSI B18.22.1 - 3/4 - narrow - Type A ASTM F436 GR DH, Galvanized 38 Steel, Mild 1 in 28 28 in ANSI B18.2.2 - 3/4 - 10, HHNI ASTM A563 GR DH, Galvanized 39 Steel, Mild 1 in 8 8 in ANSI/ASME B18.2.1 - 3/4-10 UNC - 3.75, HBI ASTM F3125 GR A325, Galvanized 40 Steel, Mild 1 in 20 20 in ANSI/ASME B18.2.1 - 3/8-16 UNC - 1.75, HBI ASTM A307, Galvanized 41 Steel, Mild 1 in 12 12 in ANSI/ASME B18.2.1 - 3/8-16 UNC - 0.875, HBI ASTM A307, Galvanized 42 Steel, Mild 1 in 52 52 in ASTM F436 - 3/8, CW ASTM A436 GR DH, Galvanized 43 Steel, Mild 1 in 12 12 in ANSI B18.2.2 - 3/8 - 16, HNI ASTM A563 GR DH, Galvanized 44 Steel, Mild 1 in 88 88 in ANSI B18.22.1 - 5/8 - wide - Type A ASTM F436 GR DH, Galvanized 45 Steel, Mild 1 in 83 83 in ANSI/ASME B18.2.1 - 5/8-11 UNC - 1.75, HBI ASTM F3125 GR A325, Galvanized 46 Steel, Mild 1 in 121 121 in ANSI B18.2.2 - 5/8 - 11, HHNI ASTM A563 GR DH, Galvanized 47 Steel, Mild 1 in 108 108 in ASTM F436 - 5/8, CW ASTM A436 GR DH, Galvanized 48 Steel, Mild 1 in 36 36 in ANSI B18.2.2 - 3/8 - 16, HHNI ASTM A563 GR DH, Galvanized 49 Steel, Mild 1 in 32 32 in ANSI B18.22.1 - 3/8 - wide - Type B ASTM F436 GR DH, Galvanized 50 Steel, Mild 1 in 4 4 in ANSI/ASME B18.2.1 - 3/8-16 UNC - 2, HBI ASTM A307, Galvanized 51 Steel, Mild 1 in 12 12 in ANSI/ASME B18.2.1 - 3/8-16 UNC - 1.5, HBI ASTM A307, Galvanized 52 Steel, Mild 1 in 8 8 in ANSI B18.6.3 - 1/2-13 x 3 1/2, SFCHMSI(1) ASTM A307, Galvanized 53 Steel, Mild 1 in 8 8 in ANSI B18.2.2 - 1/2 - 13, HNI ASTM A563 GR DH,Galvanized

TABLE OF WELDS

ID Type Minimum

Size Length UoM Description

Front Skin to Side Skin CJP Groove N/A

Flat Pick Point FCW Fillet Fillet 1/4" 56 in in

FRACTURE CRITICAL WELD. COMPLETE, INSPECT, AND APPROVE

FRONT SKIN TO SIDE SKIN CJP WELD FIRST

100% VT, MT

Beam Flange Vertical Stiffener CJP Groove N/A Beam to Channel CJP Groove N/A 100% VT, MT, UT Side Skin Outside Fillet Fillet 1/4" 245 1 4 in in Side Skin Inside Fillet Fillet 1/4" 554 15

16 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST Side Skin Inside Fillet Fillet 1/4" 56 1 4 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST Side Skin Inside Fillet Fillet 1/4" 63 15

16 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST Side Skin Inside Fillet Fillet 1/4" 63 15

16 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST Side Skin Inside Fillet Fillet 1/4" 11 3 8 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST Side Skin Inside Fillet Fillet 1/4" 32 3 16 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST Side Skin Inside Fillet Fillet 1/4" 31 7 16 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST

Side Grating Support Fillet Fillet 1/4" 19 5 16 in in Watermark Plate Fillet Fillet 1/4" 168 5 16 in in

Vertical Stiffener Web Fillet Fillet 1/4" 64 7 8 in in

Front Skin to Side Skin CJP Groove N/A

Flat Pick Point FCW Fillet Fillet 1/4" 56 in in

FRACTURE CRITICAL WELD. COMPLETE, INSPECT, AND APPROVE

FRONT SKIN TO SIDE SKIN CJP WELD FIRST

100% VT, MT

Beam Flange Vertical Stiffener CJP Groove N/A Beam to Channel CJP Groove N/A 100% VT, MT, UT Side Skin Outside Fillet Fillet 1/4" 245 1 4 in in Side Skin Inside Fillet Fillet 1/4" 554 15

16 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST Side Skin Inside Fillet Fillet 1/4" 63 15

Side Grating Support Fillet Fillet 1/4" 19 5 16 in in Watermark Plate Fillet Fillet 1/4" 168 5 16 in in

Vertical Stiffener Web Fillet Fillet 1/4" 64 7 8 in in

Push Plate Base to Beam Fillet 3/16" 53 1 16 in in D1.1 Push Plate to Stiffeners Fillet 3/16" 5 in in D1.1

Push Plate to Beam Fillet 3/16" 47 in in D1.1

Push Plate Base to Beam Fillet 3/16" 53 1 16 in in D1.1 Push Plate to Stiffeners Fillet 3/16" 10 in in D1.1

Push Plate to Beam Fillet 3/16" 47 in in D1.1

Grating Frame Miter CJP Groove N/A D1.1 Grating Frame CJP Groove N/A D1.1 Grating Frame CJP Groove N/A D1.1 Latch Chair Fillet Fillet 1/8" 6 in in D1.1

Hinge to Frame Fillet Fillet 1/16" 40 7 8 in in D1.1 Hinge to Cover Fillet Fillet 1/16" 14 9 16 in in D1.1 Hinge to Cover Fillet Fillet 1/16" 27 in in D1.1

Channel Handrail Spacer Fillet Fillet 3/16" 22 in in D1.1 WT to Base Plate Fillet Fillet 3/16" 18 15

16 in in D1.1 WT Angle Stiffener Fillet Fillet 3/16" 17 7 16 in in D1.1 WT Angle Stiffener Fillet Fillet 3/16" 21 3 4 in in D1.1

Grating Frame CJP Groove N/A D1.1

Stub Beam CJP Groove N/A 100% VT, MT, UT Stub Beam CJP Groove N/A 100% VT, MT, UT Stub Beam CJP Groove N/A 100% VT, MT, UT Stub Beam CJP Groove N/A 100% VT, MT, UT Stub Beam CJP Groove N/A 100% VT, MT, UT

Stub Beam (Channel) CJP Groove N/A 100% VT, MT, UT Shutter Guide Fillet Fillet 1/4" 107 5 16 in in

Skin to Channel CJP Groove N/A Skin to Beam Fillet Fillet 1/4" 93 1 8 in in COMPLETE, INSPECT, AND APPROVE MAIN BEAM CJP WELDS FIRST

Main Beam Stiffener Fillet Fillet 1/4" 215 5 8 in in Walkway Support Stiffener Fillet Fillet 1/4" 62 3 8 in in

Walkway Support Angle Fillet Fillet 1/4" 118 3 16 in in Walkway Support Angle Fillet Fillet 1/4" 180 5 16 in in Walkway Support Angle Fillet Fillet 1/4" 175 1 2 in in Walkway Support Angle Fillet Fillet 1/4" 22 in in

Seal Angle CJP Groove N/A Main Beam Stiffener Fillet Fillet 1/4" 182 1 2 in in

Main Beam US Flange CJP Groove N/A 100% VT, MT, UT Main Beam DS Flange CJP Groove N/A 100% VT, MT, UT

Main Beam (Channel) US Flange Groove N/A 100% VT, MT, UT Main Beam (Channel) DS Flange Groove N/A 100% VT, MT, UT

Main Beam Web CJP Groove N/A 100% VT, MT, UT Main Beam (Channel) Web CJP Groove N/A 100% VT, MT, UT

NOTES:

1. TESTING PROVIDED IN TABLE TO BE ADDITIONAL TESTING BEYOND WHAT IS REQUIRED IN THE

SPECIFICATIONS.

2. WELDS WITH NO AWS CODE LISTED TO BE WELDED TO AWS D1.5.

NOTE: SEE SPECIFICATIONS FOR ADDITIONAL ITEM SPECIFIC INFORMATION

	2024-08-08T10:01:43-0500
ANDERSON.HEATHER.L.1231214808

	2024-08-07T10:59:07-0500
LANDWEHR.KEVIN.J.1230550367

	2024-08-07T10:44:38-0500
BISHOP.CHARLES.1285506324

	2024-08-07T12:08:00-0500
HUNEMULLER.TOBY.J.1258323862

	2024-08-08T11:04:05-0500
PERK.ROGER.A.1231360758

File details come from the government source that posted it. Updated Aug 14, 2024.