Revised_Drawing_64W220-29a.pdf

"2 14"2

1’-3"1’-3"9" 9"

4’-0"

1’-5"

"2

"2 18"2

(TYP 4 PLACES)

STIFFENER

�" FULL LENGTH

2’-0" 2’-0"

4’-0"

2" FLANGE

2" FLANGE

1’-3" 1’-3"

PLATE

1" PIN

TYP.

1" WEB

"2

6" 6"

9"9" "2

"2

1’-6"

1" P

"2 13’-4

"2 149"9"

1’-6"

6"

3" BEARING P

TOP & BOT.

2" PLATE

2" FLANGE

3" PLATE

TYP. EA. SIDE

1" WEB PLATE

BOTTOM PLATE

TYP. @ 4 CORNERS OF

LEVELING BOLT

DRILL & TAP FOR �"-9 DIA.

"2

KEEPER PLATES

�" BOLTS FOR

DRILL AND TAP FOR

"4

TYP. EACH STIFF. P

1�" DIA. LIFT HOLE

(FCM)

PLATE

1" PIN

(FCM)

1" PIN PLATE

(FCM)

3" PLATE

1"

PIPE FULL HEIGHT

W/ 2�" DIA. SCH. 40

AFTER ASSEMBLY

TOP & BOT. (TYP.)

3" DIA. HOLES

LINE DRILL

TYPICAL

SLIP CRITICAL BOLTS

1" DIA. A490, TYPE 1,

"4

" TYP.4

"2

"8

SCALE: 3"=1’-0"

L

LC �" STIFF.

LC ANCHOR

LC �" STIFF.L

TYP.

SCALE: 3"=1’-0"

A

A SECTION

SCALE: 3"=1’-0"

L

L

C PIN HOLEL

SCALE: 3"=1’-0"

6" R

L

TYP.

L

RIGHT SIDE VIEW

B

B SECTION

SCALE: 3"=1’-0"

"2

R

SCALE: 1�"=1’-0"

ISOMETRIC VIEW

� 100% M.T.

AND BOT.

TYP. TOP

& 3" PLATE

C ANCHOR ROD

100% M.T.

TYP.

100% U.T.

TYP. CJP

100% U.T.

CJP

TOP & BOT FLANGES

TYP WEB PLATE TO

100% U.T.

CJP

100% U.T.

CJP

TO 2" P

TYP. 3" P

R

T Y P

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l o t

T i m e

P l o t

D a t e

F i l e

N a m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

W_TVA

--------0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

US Army Corps of Engineers

Huntington District

SUBMITTED BY:

CHIEF, CIVIL DESIGN BRANCH

W. MILLER D.A.K.

A.B.C.

J.C.C.

64W220-29

UPPER MITER GATE ANCHORAGE REPLACEMENT

C 7 X

ANCHOR FRAME "A"

PLAN, ELEVATION, VIEWS

AND SECTIONS

3"= 1’-0"

CHICKAMAUGA LOCK FINAL SUBMITTAL

64W220-29

JAN/17

PLAN-ANCHOR FRAME "A"

ELEVATION-ANCHOR FRAME "A"

-.000

+.002

T Y

P

TYP.

L

MATERIAL NOTES:

(FCM)

PLATE

1" PIN

100% M.T.

TYP.

� 100% M.T.

TYP.

R

(2) REQUIRED MK 29-1

12" 3’ 4’2’1’0 5’6"

SCALE: � ’’=1’-0’’

12’’6’’3’’0

SCALE: 3’’=1’-0’’

BE REMOVED

BACKING TO

100% U.T.

CJP

WEB PLATE

TYP EACH

G

AND STRESS RELIEVING

AFTER ASSEMBLY

LINE BORE IN SHOP

C 4.503" DIA.

ASSEMBLY TO BE STRESS RELIEVED AFTER WELDING.11.

WELD BACKING TO REMAIN UNLESS INDICATED OTHERWISE ON THIS SHEET.10.

FRACTURE CRITICAL MEMBER - (FCM).9.

MATCHING THE BASE PLATE HOLE AND LEVELING BOLTS.

LEVELING BOLTS SHALL BE AT LEAST 8" LONG. FABRICATOR WILL BE RESPONSIBLE FOR 8.

CONNECTIONS TENSIONED TO 64 KIPS EACH.

STRUCTURAL BOLTS ARE ASTM F3125/F3125M, GRADE A490, TYPE 1, SLIP CRITICAL7.

AMERLOCK 00 SILVER ALUMINUM PAINT OR APPROVED EQUAL.

WITH ONE COAT OF CARBONZINC 11 OR APPROVED EQUAL. APPLY TWO COATS OF

EXCEPT FOR PINS, PINHOLES AND THREADS, SANDBLAST AND PRIME ALL SURFACES6.

225° FOVER 2�"

150° F1�" - 2�"

WELD PREHEATMATERIAL THICKNESS5.

ACCEPTANCE CRITERIA FOR DYNAMICALLY LOADED STRUCTURES.

E7018 ELECTRODES VISUALLY INSPECTED AND MAGNETIC PARTICLE TESTED WITH

WELDING IS IN ACCORDANCE WITH AWS D1.5. ALL WELDS ARE TO BE MADE WITH4.

THE AISC MANUAL OF STEEL CONSTRUCTION.

STRUCTURAL STEEL FABRICATION IS IN ACCORDANCE WITH THE LATEST EDITION OF3.

STRUCTURAL STEEL PIPE MATERIAL IS TO BE ASTM A53 GRADE B.2.

TEMPERATURE ZONE 2. CERTIFIED MATERIAL TEST REPORTS ARE TO BE SUPPLIED.

TOUGHNESS SHALL MEET THE REQUIREMENTS OF ASTM A709, TABLE 10, FOR

OTHERWISE ON THIS DRAWING, WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI.

STRUCTURAL STEEL PLATE MATERIAL IS TO BE ASTM A709 GRADE 50 UNLESS NOTED1.

TYP.

1" R

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAN KLS NCB