19-R-0018_LD25_UPSTREAM_TAINTER_GATE_DRAWINGS.pdf

US ARMY CORPS

OF ENGINEERS

ST. LOUIS DISTRICT- ST. LOUIS, MISSOURI

UPPER MISSISSIPPI RIVER

SOLICITATION NO. XXXXXX-XX-XXXX

JULY2013

1 I 2 I 3 I 4 I 5 m US Army Corps of Engineers® St. Louis District

GENERAL NOTES:

DRAWING INDEX

1. THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT AND DELIVER SIX (6) COMPLETE BULKHEAD UNITS "' 0.

0.

AND SIX (6) COMPLETE STORAGE TRUCK UNITS. QUANTITIES SHOWN ON THE DRAWINGS ARE FOR ONE COVER SHEET

BULKHEAD UNIT AND ONE STORAGE TRUCK UNIT. w G-001 GENERAL NOTES, WELDING NOTES AND INDEX ~ D 2. BULKHEAD IS SYMMETRICAL ABOUT TRANSVERSE CENTERLINE.

S-001 CONTROL DIMENSIONS

3. ALL STRUCTURAL STEEL UNLESS NOTED OTHERWISE SHALL CONFORM TO ASTM A709 (2009) GRADE 50.

S-002 PLAN VIEWS IMPACT TESTING REQUIREMENTS FOR THIS MATERIAL ARE LISTED IN THE SPECIFICATIONS.

4. WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND GRADE IN ACCORDANCE WITH THE BEST MODERN S-003 ELEVATIONS AND DETAILS

PRACTICES TO CONFORM TO THE SPECIFICATIONS.

S-004 ELEVATIONS, SECTIONS, AND DETAILS

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5. SURFACE FINISHES, UNLESS NOTED OTHERWISE, SHALL CONFORM TO ANSI B45.1-1995 CODE FOR SURFACE S-005 DETAILS

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S-006 ROLLERS, SEALS AND BUFFER DETAILS

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6. DIMENSIONAL TOLERANCES ARE DEFINED IN THE CONTROL DIMENSIONS ON DRAWING S-001, SPECIFICATION SECTION 05 5913-2.1.1, AND THE GENERAL REQUIREMENTS OF AWS 01.5. THE MOST RESTRICTIVE DIMENSIONAL S-007 STORAGE TRUCK ASSEMBLY AND SECTIONS

TOLERANCE SHALL APPLY.

- S-008 STORAGE TRUCK DETAILS 1-

7. THE DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS AND ALLOWANCES MUST BE MADE FOR "' SHRINKAGE AND DISTORTION DUE TO WELDING. "' <(

8. THE CONTRACTOR SHALL RECORD MEASUREMENTS OF EACH BULKHEAD UNIT AS INDICATED IN THE TABLE OF "' 0.

0.

CONTROL DIMENSIONS. FAILURE TO MEET DIMENSIONAL ACCURACY SHALL BE GROUNDS FOR REJECTION. <(

9. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM IN ACCORDANCE WITH THE w

~ SPECIFICATIONS.

10. SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH THE SPECIFICATIONS.

11. ALL EXPOSED SURFACES OF STRUCTURAL STEEL SHALL BE PAINTED WITH SYSTEM 5-E-Z IN ACCORDANCE

WITH EXISTING SPECIFICATION.

z c 12. FRACTURE CRITICAL MEMBERS (FCM)ARE SHOWN ON THE CONTRACT DRAWINGS. WELDING FOR FRACTURE 0.

CRITICAL MEMBERS SHALL MEET ALL REQUIREMENTS OF AWS D1.5 SECTION 12. ;;;

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13. PROVIDE WELD ACCESS HOLES AT INTERSECTING MEMBERS IN ACCORDANCE WITH AWS 01.5 TO PREVENT Cl

INTERSECTING WELDS AND PROVIDE WELDING ACCESS. WELD ACCESS HOLES MAY BE CHAMFERS WITH A MINIMUM LEG SIZE OF 4 TIMES THE THICKNESS OF THE MEMBER, AS APPROPRIATE. WELD ACCESS HOLES SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY DETAIL WHERE INTERSECTING WELDS CANNOT BE PREVENTED. WELD ACCESS HOLES SHALL ALSO BE IN ACCORDANCE WITH AWS 01.5. MINIMUM REQUIREMENTS SHALL BE AWS D1.5 WITH ADDITIONAL "' REQUIREMENTS AS SHOWIN IN THE DRAWINGS AND AS SPECIFIED. "' I~

14. ALL WELDS SHALL BE WRAPPED TO SEAL.

15. HORIZONTAL BEAMS SHALL BE FULLY ASSEMBLED BEFORE SKIN PLATE IS ATTACHED. ALL BEAM ATTACHMENTS

- SHALL BE FULLY FABRICATED BEFORE WELDING TO HORIZONTAL BEAMS. ci 1-z ci z Qi 0 z

16. DRAIN HOLES SHOWN, IF NOT DIMENSIONED, SHALL BE LOCATED IN THE CENTER OF THE BEAM WHERE SHOWN. t;

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DRAIN HOLES SHALL BE DRILLED. FLAME CUTTING OF HOLES SHALL NOT BE ALLOWED. 0 il! ::J .. "' 0 1- z w,. :::; z w

17. BULKHEADS SHALL BE NUMBERED 1 TO 6. EACH BULKHEAD UNIT SHALL HAVE AN IDENTIFICATION NUMBER.

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SEE DRAWING S-006.

.:U w ~ 18. FABRICATION SHALL BE ACCOMPLISHED IN AN INDOOR, CLIMATE CONTROLLED SHOP. ~ 0: .:U

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19. FABRICATING PLANT SHALL BE CERTIFIED AISC FCD FOR CATEGORY CBR (MAJOR STEEL BRIDGES), STRUCTURAL ;: - fcLE -r _,o _o

STEELWORK WITH ENDORSEMENT F (FRACTURE CRITICAL). "' o· """' Cl w"' ~ UJ

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"' -:~: .. o ::Ea. 1-20. SOME NOT IS CALLED OUT ON THE DRAWINGS. SUCH NOT SHALL BE IN ADDITION TO THAT REQUIRED BY AWS 01.5. iii" z::; "'w a- w- $:::; NO) w. ::Jt- -' .. u;:J1 B ""' ""' "'"' o.-r:1 "' w "' w "" z 'l'

WELDING NOTES: -~"' t!luo Z-M wa::..,

1. ALL WELDING SHALL BE ELECTRIC ARC WELDING USING A METHOD THAT EXCLUDES THE ATMOSPHERE ... ~-o!!la::

FROM THE MOL TEN METAL. WORKMANSHIP AND TECHNIQUE SHALL CONFORM TO THE AMERICAN cnc::J a..cnO WELDING SOCIETY AWS D1.5. a::- en o::Jcn ugi

2. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND >- ·ui ::;;~-

INDICATE ONLY SIZE AND TYPE OF WELD REQUIRED. DETAILED WELDING INFORMATION SHALL a::(I)::J

BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS. <C g ui ...,:

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- 3. THE CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS SHALL BE SPECIFIC 1--

WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE PROCEDURE TECHNIQUES.

4. WELDING SEQUENCE AND TECHNIQUE SHALL BE CAREFULLY CONTROLLED TO MINIMIZE LOCKED-UP Cl) (/) 0

STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING <C w w 1-

OFFICER. I 0 ~

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5. ALL BUTT WELDED JOINTS SHOWN ON THE DRAWINGS ARE COMPLETE PENETRATION BUTT WELDS ::J (!) Ill_

AS PREQUALIFIED IN ACCORDANCE WITH THE PROVISIONS OF AWS 01.5 AS APPLICABLE. wl:t: z ~=> 9x t:t:<CO-'

6. THE LOCATIONS OF NON-DESTRUCTIVE TESTING (NOT) ARE SHOWN ON THE DRAWINGS. THE

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CONTRACTOR SHALL DETERMINE THE MOST FAVORABLE SIDE OR SIDES OF THE JOINT TO BE TESTED. l:t:W::i:~ (/)_z l:t:f- ·(.)

DETAILED TESTING RESULTS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH THE w~o=> wo a.<C-'t:t:

SPECIFICATIONS. a.f-!!!f- t-Z

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SHEET

IDENTIFICATION

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~BEAM

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¢,OF PICK UP

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SCALE 1 "= 1'-0"

TOP SEAL It

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64'-4"

62'-0"

@] 20'-0~" @] 20'-0~" .I.

~BULKHEAD .

0 0 0 0

MAINTENANCE BULKHEAD CONTROL DIMENSIONS

ITl 1'-7%"

SCALE % " = 1 '-0"

<t OF PICK UP CASTING HOLES I .

~BEAM

0 0

0 0

0 0

TOP SEAL It

BOTT. SEAL It

ct. BULKHEAD

SCALE 1 " = 1 '-0"

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~BEAM

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~BEAM

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ct. RIGHT REACTION ROLLER

SCALE 1 " = 1 '-0"

4 5 l RIGHT PICK UP T REACTION ROLLER

0 0 0

CONTROL DIMENSIONS

ACTUAL DIMENSION

SPECIFIED ALLOW.

DIMENSIONS DIMENSION TOLER. 1 2 3 4 5 6

64'-4" +1- ~"

62'-0" +1- ~"

A

~BEAM

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D 20'-0W +1- ~"

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4'-1~" +1- %2" 3'-0%" +1- %2" 3'-6~" +1- ~"

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IDENTIFICATION

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2 3 4 5

62'-0" CENTER TO CENTER OF REACTION ROLLERS

10'-11~" 1 0'-0~" 10'-0~"

2 EQUAL SPACES 2 EQUAL SPACES 2 EQUAL SPACES

~----------------------------------------------------------------+---------------------------------------------------------~~----------------------------------------------------------~INTERCOSTALS

REACTION ROLLER

0 W36x194 WEB

IFCMI

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OF 36" (TYP.)

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SHEET S-004)

10'-11~"

2 EQUAL SPACES

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CONTINUOUS 1'-'F=CM,..,.,I

~BEARING BLOCK

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(SEE DETAIL, SHEET S-005)

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INTERCOSTAL,

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SEAL I(

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HALF PLAN - TOP BEAM

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2 EQUAL SPACES

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10'-0~"

INTERCOSTAL

5"x%" I(

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(SEE SECTION F

SHEET S-005)

HOLES FOR BEARING BLOCK BOLTS

IN BOTTOM BEARING PLATES ONLY.

(SEE SEAL AND BEARING BLOCK

DRAWINGS, S-006.)

2 EQUAL SPACES

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7'-9"

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IFCMI

HOLES FOR BOLTS IN BOTTOM SEAL I(

ONLY. BOLT SPACING SHALL BE 12" MAX.

AND SHALL BE STAGGERED 6". (SEE DETAIL

SHEET S-006.)

~BEARING BLOCK INTERCOSTALS

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3'-6"

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SYMM. ABOUT~ BULKHEAD

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NOTES:

1. PLACE 4" 0 DRAIN HOLES AT 5'-0" O.C.

IN CENTER OF BEAM.

2. COVER I( 'S, PICKUP CASTING, SHIM

I( 'S AND SEALS NOT SHOWN ON HALF

PLANS FOR CLARITY.

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SCALE: %"=1'

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GUIDE ROLLER

(SEE SHEET S-005)

GUIDE ROLLER

(SEE SHEET S-005)

TYP. CONTINUOUS

COVER It WELD

,..--SEAL It STIFFENER

SEE COVER It WELD DETAIL, THIS SHEET (TYP.)

~REACTION ROLLER ~PICK UP SPACED AT 36" , ~DIAPHRAGM

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I BUFFER

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SEAL It 5"x~"

'--- VERTICAL SEAL CONTINUOUS

AND CLAMP BAR

(SEE SHEET S-005)

BEARING_/ i

SEAL

12'-6" (~" cbvER It)

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WET SIDE ELEVATION

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WELD TAB

DETAIL

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GRIND TO SMOOTH TANGENT

TYP

TYP

TYP

~" x 8" COVER It

NOTE:

COVER IP_'S SHALL BE SPLICED

PRIOR TO WELDING TO THE

FLANGE OF W36X194.

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1 : 2.5 TRANSITION

~" x 8" COVER It

W36x194

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2" 2"

2" R (TYP)

--------~~------ll-------- . --

GRIND TO SMOOTH

TANGENT (TYP.)

DETAIL

SCALE 1 16" = 1'-0"

WELD TABS SHALL

BE PROVIDED AND

GROUND TO SMOOTH

TANGENT SIMILAR TO

DETAIL 1 (TYP.)

0 1' 2' 3' -- -- ---

SCALE: %"=1'

0 6"" 1"

- --- 2" --

SCALE: 1 ~"=1'

0 3'" 6"' 9"' 12" ------

SCALE: 3"=1'

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2 3

COPE WEB FOR

CLEARANCE OF

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MATCH W36 FILLET.

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VERTICAL SEAL It %"X 3~" I(

SEAL It

SHIM PLATE SECTION

SCALE 1 Y.! " = 1 '-0" SCALE 1 ~" = 1'-0"

3"

~-DIAPHRAGM Ft

DETAIL

SCALE 3 " = 1 '-0"

~" 0 x 2 %"FLAT

CTSK HD. ASTM A307

BOLT WITH HEX. NUT.

APPLY MEDIUM STRENGTH

THREAD LOCKER AT

ASSEMBLY.

t----1" It

VERTICAL SEAL AND

CLAMP BAR

SCALE 6" = 1 '-0"

1' 2' 4' 0 6" 1' -- -- ---- 2' -- -- -------

SCALE: ~"=1'-0" SCALE: 1~"=1'

0 1' 2' 0 3" 6"" g·· 12" - -- ----- ---- ------

SCALE: %"=1' SCALE: 3"=1'

0 3" 6" 9" 12" ---------

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S-005

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ROLLER

4 REQ'D.

8"

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W36x194

FLANGE

ROLLER

ASTM A148

(GRADE 1 05-85)

4 REQ'D.

~ OF ~" 0 x 2~" ASTM A307

HEX HD. BOLT WITH HEX NUT

AND WASHER. APPLY MEDIUM

STRENGTH THREAD LOCKER

AT ASSEMBLY.

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BOTTOM BEARifiiG I(

--+N

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AQ, OR APPROVED

EQUAL.

·--------------- J FOR CAP SCREWS

ASTM A148

(GR. 150-135)

CASTING

~"R

PIN

ASTMA668

(CLASS D)

4 REQ'D.

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1"

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8"

10"

2" 11"

2%"

HEAD

DRILL AND TAP

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PIN

ASTMA668

(CLASS D)

4 REQ'D.

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ASTM F468

KEEPER PLATE

4 REQ'D.

3"

DRILL AND TAP

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CAP SCREWS

ASTM F468

2~" 0 HOLE

(•om)

-0.00

I 1 I I

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ASTMA27

(GRADE 65-35)

4 REQ'D.

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KEEPER PLATE

4 REQ'D.

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1 2 3

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MK S-7-1 0

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I II II

M K S-8-3 -------1

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MK S-8-2

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MK S-8-6

MK S-8-1

W12x26

SECTION

SCALE 3 " = 1 '-0"

PLAN 0

TAINTER GATE BULKHEAD

TRUCK ASSEMBLY

SCALE 1~" = 1'-0"

TYP

1"

- PICKUP LUG ..--

2"0

~-W12x26

SECTION

SCALE 3 " = 1 '-0"

w z w

4- HOLES DRILL AND REAM

FOR 1~" 0 BOLTS AT

ASSEMBLY WITH MK S-8-2

0 0 -~~T~~=================r==

0 ! ! 0

LIFTING

LUG

W12x26

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II

II

II

II

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FRAME

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MK S-7-1

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I I

1~" 3~" 1~"

SECTION

SCALE 3" = 1'-0"

0 6"" 1' -- 2'

SCALE: 1~"=1'

0 3"" 6"" 9"" 12"" ------

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SHEET

S-007

B

A

DRILL AND TAP FOR

%" GREASE FITIING

DRILL%" 0AT

ASSEMBLY WITH

MK S-8-4

TURN TO FIT

60 # A.S.C.E. RAIL

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ASTMA27

MK S-8-1

GRADE 65-35

4 REQ'D.

~"CHAMFER

N

* N

3~"

1~" R

DRILL AND TAP

FOR%"0

ASTM F912 SET

SCREW

__ p_

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4- HOLES DRILL AND REAM

FOR 1 ~" 0 ASTM A325 BOLTS

AT ASSEMBLY WITH MK S-7-1

AXLE SUPPORT

SCALE 1 ~" = 1'-0"

ASTMA27

MK S-8-2

GRADE 65-35

4 REQ'D.

0~

~ ~ ·11·

00 ----~~------~.------+~------------, 9Cf .---

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ASTM A668 GRADE D

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ASSEMBLY WITH MK S-8-1

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ASTM 8505 C95400

MK S-8-4 4 REQ'D.

• N

N

GREASE GROOVES ~"

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THRUST WASHER

SCALE 1 ~" = 1'-0"

ASTMA36

MK S-8-5

MK S-8-6

4 REQ'D.

4 REQ'D.

0 6" 1' 2' ---- -------

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US Army Corps of Engineers® St. Louis District ci z ci z z Qi t;

w

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SHEET

S-008