Anchorages LD 5A.pdf

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10'-11''

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5 SPA @ 4" 3 1/2 ''

3'-8''

10'-1''

'-8

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11''R

7''

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3 1/2 ''

R

3'-2''

5 SPA @ 4" 3 1/2 ''

'-8

R

11''R

T Y

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1'-2''

TYP

7''

10'-11''

7'-9''3'-2''

3''3 SPA @ 1'-0"1'-0''2 SPA @ 1'-6"3'-8''

EQEQ

EQEQ

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SCALE: 3/4" = 1'-0"

DETAIL - NEW MITER ANCHORAGE FRAME PLAN

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SCALE: 3/4" = 1'-0"

DETAIL - NEW MITER ANCHORAGE FRAME ELEVATION

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NOTE 11

SEE

± 1/16"

5"

± 1/16"

5"

± 1/16"

9"

0 + 1/8"

3'-2"

CONTROL DIMENSIONS

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®of Engineers

US Army Corps

U .S

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OF PIN & HOLE

FLANGE

1 3/4" TOP

SG507 FOR DETAILS)

SHEAR KEY (SEE SHT

FLANGE

1 3/4" BOTTOM

OF MITER ANCHORAGE FRAME

CL

CL

= 1'-8"

2" PIN PLATE

BOTTOM PIN PLATE

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

PLACES ONLY, TYP

TAPPED HOLE, 2

Ø.75 1.25

PLAN

SEE NOTE 6

IDENTIFICATION NUMBER,

ANCHORAGE FRAME

NUMBER, SEE NOTE 6

SHEAR KEY IDENTIFICATION

= 1'-8"

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

TOP PIN PLATE

3 1/2 ''

R

2" PIN PLATE

PIN PLATE

IN PLATE, TYP, 4 TOTAL

DRILLED AND TAPPED

SHEAR KEY

OF PIN & HOLECL

RODS, 8 TOTAL

RODS, 6 TOTAL

CONNECTION, 12 TOTAL.

AND ASTM F436 FLAT WASHERS. SLIP CRITICAL

BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS

1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490

2 3 4

CONNECTION, 16 TOTAL.

AND ASTM F436 FLAT WASHERS. SLIP CRITICAL

BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS

1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490

SEE DETAIL D7/SG507

5" SPACER PLATE,

STRUCTURAL SHEET NOTES

2'0 1' 4'

2'0 1' 4'

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*SEE NOTE 13

1 2

SURFACES PRIOR TO TENSIONING THE BOLTS.

.01 INCHES SHALL EXIST AT ANY POINT WITHIN THE BOUNDARY OF THE FAYING

INTO THE ANCHOR FRAMES WITH THE PIN PLATES, A GAP NO GREATER THAN

ANCHORAGE FRAMES. SHIMS SHALL BE MACHINED SO THAT ONCE ASSEMBLED

PIN PLATES AND ASSOCIATED SHIMS SHALL BE MATCHED TO SPECIFIC 13.

ALL ANCHOR FRAME STEEL IS FCM.12.

REFER TO MECHANICAL SHEET M-501 TO MATCH RC5 FIT WITH PIN.11.

, , ETC. REFER TO CONTROL DIMENSIONS, SEE TABLE ON THIS SHEET.10.

AND HEIGHT IS +/- 1/16 INCH.

OVERALL TOLERANCE ON ANCHORAGE FRAME FABRICATION LENGTH, WIDTH 9.

BRIDGES.

IN AISC 303-16 CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND

BE PARALLEL OR PERPENDICULAR WITHIN ANGULAR TOLERANCES SPECIFIED

FEATURES OF PARTS AND ASSEMBLIES THAT ARE IMPLIED AS PARALLEL MUST 8.

DIMENSIONS INDICATED, AND AVOID UNWORKABLE TOLERANCE STACK-UPS.

ADJUST SHOP DIMENSIONS AND TOLERANCES TO ACHIEVE LAYOUT 7.

IS APPLIED, LETTERING IS VISIBLE.

ENGRAVED OR STAMPED TO A DEPTH THAT WHEN PAINT SYSTEM OR COATING

MINIMUM 1/4 INCH LETTERS AND/OR NUMBERS. LETTERS SHALL BE EITHER

WITHOUT DISASSEMBLY OR REMOVAL OF PART. IDENTIFIER SHALL BE A

CORPS OR DESIGNATED REPRESENTATIVE IN LOCATIONS THAT ARE VISIBLE

ALL PARTS SHALL BE PROVIDED WITH A UNIQUE IDENTIFIER PROVIDED BY THE 6.

IMPACT ZONE 3, UNLESS OTHERWISE NOTED.

ALL PLATE STEEL, INCLUDING SHIMS, SHALL BE ASTM A709, GRADE HPS 50W, 5.

PIN PLATES SHALL BE ASTM A709 GRADE 50F, IMPACT ZONE 3.4.

FOR MITER ANCHOR ROD INSTALLATION SEE SHEET SG508.3.

FOR MITER ANCHORAGE FRAME DETAILS SEE SHEET SG507.2.

SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES.

FOR SLIP CRITICAL CONNECTION ASSEMBLY SEE SPECIFICATION 1.

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CONTRACT NO. W912ES21C0008

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10'-1''

3''

= 3'-0" (SEE SHT SG508)

2'-4'' 1'-0''

@ 1'-6" = 3'-0" (SEE SHT SG508)

'' 2

/2

/4

4'-1''

/2

11'-10''

OF PIN & HOLE

/2

/4

7'-9''

10''11''

ELEVATION

EQ EQ

EQ EQ

125125

RC5 FIT W/ PIN

7''

BAR

ANCHORAGE

MITER

CJP

= 1'-8"

5 SPA @ 4"

4 1/4'' 3 1/2''

2'-3 3/4''

/2

/2

3 1/2 ''

= 2'-11"

7 SPA @ 5"

2'' 8''

3'-6''

FRAME & SHEAR KEY

OF MITER ANCHORAGE

TOP PLATE

/2

1'-2"

FLANGE OF FRAME

/2

/2

10'-1''

7'-0''

OF PIN & HOLE

3'-8''

4 1/4 '' 5 SPA. @ 4" = 1'-8''

FRAME & SHEAR KEY

OF MITER ANCHORAGE

PLAN

(SPACER PLATE)

2'-3 3/4''

/4

/8

/8

2'' 8''

3'-6''

3''

= 3'-0"

3 SPA @ 1'-0"

FRAME & SHEAR KEY

OF MITER ANCHORAGE

BOTTOM PLATE

9''

10''

T Y

P

/8

/8

/4

(6 TYP)

IN PLATE

DRILLED AND TAPPED

LEVELING BOLTS

TAPPED IN PLATE

DRILLED AND

LEVELING BOLTS

STIFFENER (6 TYP)

PL 1X8X1'-4 1/2"

NUMBER, SEE NOTE 13

SHEAR KEY IDENTIFICATION

SEE NOTE 13

IDENTIFICATION NUMBER,

ANCHORAGE FRAME NUMBER, SEE NOTE 13

SHEAR KEY IDENTIFICATION

PL 2"X20"X3'-6"

IN PLATE

BOLTS DRILLED AND TAPPED

OF SHEAR KEY

1 1/2" WEB PLATE

STIFFENER (6 TYP)

PL 1X8X1'-4 1/2"

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SCALE: 1" = 1'-0"

DETAIL - SHEAR KEY DETAIL FOR MITER ANCHORAGE FRAME

DETAIL - 5" SPACER PLATE

SCALE: 1 1/2" = 1'-0"

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PLATE (TYP)

1 3/4" FLANGE

TOP &

BOTTOM

PLATE

PL 2"

1 1/2" WEB PLATE

CHAMFER (TYP)

WELD ACCESS

2" RADIUS

CJP

7/16

7/16

CL

CL

A1

SG507

HOLES

1 1/2" WEB PLATE

CHAMFER (TYP)

WELD ACCESS

2" RADIUS

PL 2"

PLATE (TYP)

1 3/4" FLANGE

BEYOND

STIFFENER PL, (TYP)

PL 1x8x1'-4 1/2"

1/2

1/2

CL

/2

/2

WIDTH OF TOP

BOTTOM FLANGE

OF SHEAR KEY

1 3/4" TOP PL

SHEAR KEY (6 TYP.)

1" STIFFENER OF

OF SHEAR KEY

1 3/4" BOTTOM PL

OF SHEAR KEY

1 1/2" WEB PL

CRITICAL CONNECTION

WASHERS (16 TYP). SLIP

NUTS AND 2 ASTM F436 FLAT

A563, GRADE DH HEAVY HEX

A490 BOLTS WITH ASTM

1 3/8" Ø ASTM F3125 GRADE

TOP FLANGE

PIN PLATE

END VIEW

MIN. WIDTH OF SHEAR KEY

2'-5"

MAX. WIDTH OF SHEAR KEY

3'-6"

CL

CL

CL

OF 63 MICROINCHES OR LESS.

UNLESS OTHERWISE NOTED, ALL MACHINED SURFACES SHALL HAVE A FINISH 15.

LINE BORE PIN HOLES AFTER ASSEMBLY.14.

IS APPLIED, LETTERING IS VISIBLE.

ENGRAVED OR STAMPED TO A DEPTH THAT WHEN PAINT SYSTEM OR COATING

A MINIMUM 1/4 INCH LETTERS AND/OR NUMBERS. LETTERS SHALL BE EITHER

VISIBLE WITHOUT DISASSEMBLY OR REMOVAL OF PART. IDENTIFIER SHALL BE

THE CORPS OR DESIGNATED REPRESENTATIVE IN LOCATIONS THAT ARE

13. ALL PARTS SHALL BE PROVIDED WITH A UNIQUE IDENTIFIER PROVIDED BY

ALL ANCHOR FRAME STEEL IS FCM.12.

STRUCTURES REGARDING THERMAL CUTTING OF MATERIAL.

SEE SPECIFICATION SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL 11.

BOUNDARY OF THE FAYING SURFACES PRIOR TO TENSIONING THE BOLTS.

GREATER THAN .01 INCHES SHALL EXIST AT ANY POINT WITHIN THE

ASSEMBLED INTO THE ANCHOR FRAMES WITH THE PIN PLATES, A GAP NO

ANCHORAGE FRAMES. SHIMS SHALL BE MACHINED SO THAT ONCE

PIN PLATES AND ASSOCIATED SHIMS SHALL BE MATCHED TO SPECIFIC 10.

COMPLETING WEB TO FLANGE WELDS.

INCLUDING FINISHING DETAILS AND NDT, PRIOR TO INSTALLING WEB AND

WELDING SEQUENCE: COMPLETE FLANGE FULL PENETRATION WELDS, 9.

QUANTITIES REQUIRED: 4 MITER ANCHORAGES AND 2 RECESS ANCHORAGES.8.

SHOP BORE AND DRILL ALL BOLT HOLES. 7.

HYDRAULIC STRUCTURES.

FOR PAINT SYSTEM SEE SPECIFICATION SECTION 09 97 02 PAINTING: 6.

ANCHORAGE FRAME AND SHEAR KEY SHALL BE HEAT STRESS RELIEVED.

ASSEMBLY OF ANCHORAGE FRAMES, SHEAR KEY AND PIN PLATES, THE

AFTER WELDING IS COMPLETE, BUT PRIOR TO PAINTING OF BOLTED 5.

STRUCTURES.

SEE SPECIFICATION SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL 4.

WHERE THE SUMS OF THEIR THICKNESSES WILL MEET TOLERANCES GIVEN.

BE PERMISSIBLE FOR THE 5" SPACER TO BECOME TWO 2� SPACER PLATES

IF THE 5�" SPACER PLATE MATERIAL THICKNESS IS NOT AVAILABLE, IT SHALL 3.

IMPACT ZONE 3, UNLESS OTHERWISE NOTED.

ALL PLATE STEEL, INCLUDING SHIMS, SHALL BE ASTM A709, GRADE HPS 50W, 2.

PIN PLATES SHALL BE ASTM A709 GRADE 50F, IMPACT ZONE 3.1.

STRUCTURAL SHEET NOTES

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0 1' 2'6"

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

1' 2'0 6"

NOT SHOWN IN ELEVATION FOR CLARITY.

1. ANCHORAGE FRAME BOLTS AND ANCHOR RODS

NOTE:

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ELEVATION - MITER ANCHORAGE

DETAIL

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GROUP 1 ANCHORS GROUP 2 ANCHORS

EXISTING CONCRETE, TYP

TOC

OF ANCHORAGE PIN & HOLECL

MITER ANCHORAGE BARCL

FIRST STAGE GROUT POUR

SECOND STAGE GROUT POUR

BOLTS

LEVELING

FRAME BOTTOM FLANGE.

LOWER THAN BOTTOM OF

SLOPED GROUT IS TO GO NO

TOWARDS DRAINAGE PIPE;

SLOPE GROUT ES OF FRAME

SEE NOTE 5

NON-SHRINK GROUT

TOP OF MITER ANCHORAGE FRAMESEE DETAIL E1 THIS SHEET

BEARING AREA, SEE NOTE 5

NON-SHRINK GROUT IN SHEAR KEY

F1

SG503

UNDER BOTTOM PL

NON-SHRINK GROUT

FULLY THREADED W/ UNC THREADS

ANCHOR RODS, ASTM F1554 GRADE 55,

1 3/4"Ø GROUP 1 AND 2 1/4"Ø GROUP 2

CENTRALIZERS AS REQUIRED

4 1/2"Ø DRILLED HOLE AT GROUP 2 ANCHORS

4"Ø DRILLED HOLE AT GROUP 1 ANCHORS

NON-SHRINK GROUT, SEE NOTE 8

TOP OF EXISTING

CONCRETE DEMOLITION

JAM NUT, TYP ALL ANCHORS

ASTM A36

5 1/2" X 7/8" WASHER TYP FOR GROUP 2 ANCHORS;

4" X 5/8" WASHER TYP FOR GROUP 1 ANCHORS

BOTTOM PLATE

ASTM A563 GRADE A HEAVY HEX NUT

HAMMER DRILLED HOLE

CENTRALIZERS AS REQUIRED

ANCHOR RODS

HEAVY HEX NUT

ASTM A563 GRADE A

SEE NOTE 8

NON-SHRINK GROUT,

STRUCTURAL SHEET NOTES

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0 1' 2'6"

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

ANCHORAGE BAR NOT SHOWN FOR CLARITY.10.

EXISTING ANCHORAGE (PORTION TO REMAIN) NOT SHOWN FOR CLARITY.9.

NON-SHRINK GROUT FOR ANCHOR ROD INSTALLATION.8.

AND LEVELING OF THE ANCHORAGE FRAME.

ANCHOR ROD LENGTHS SHALL BE SUFFICIENT TO ALLOW FOR GROUT PAD 7.

EXEMPT FROM THIS REQUIREMENT.

FRAME. NON-SHRINK GROUT PLACED IN THE SHEAR KEY BEARING AREA IS

THICKNESS OF 2 INCHES AFTER ALIGNMENT AND LEVELING THE ANCHORAGE

PLATE SHALL HAVE A MAXIMUM THICKNESS OF 3 INCHES AND A MINIMUM

NON-SHRINK GROUT PLACED UNDER THE BOTTOM FLANGE AND THE BOTTOM 6.

NON-SHRINK GROUT.5.

INSTALLATION REQUIREMENTS.

DETERMINE EXACT ELEVATIONS AND LOCATIONS. SEE SHEET SG513 FOR

SECTION 35 50 56 MITER GATE ANCHORAGES REMOVAL AND INSTALLATION TO

CONTRACTOR SHALL CONDUCT A CONTROL SURVEY PER SPECIFICATION 4.

ROUTED PRIOR TO DRILLING.

EXISTING EMBEDDED ELECTRICAL CIRCUITS TO BE DE-ENERGIZED AND RE-3.

SPECIFIED DEPTH.

SHALL TAKE MEASURES TO PENETRATE STEEL IN ORDER TO REACH

MISCELLANEOUS STEEL. CONTRACTOR ARMOR STRAPS, REINFORCING OR

DRILLED HOLES FOR ANCHORS MAY ENCOUNTER EXISTING EMBEDDED WALL 2.

SECTION 03 01 33 ANCHOR ROD INSTALLATION.

THEN BE DETERMINED BY THE CONTRACTING OFFICER PER SPECIFICATION

THE SET HAVE BEEN DRILLED. THE HOLE(S) FOR THE TEST ANCHOR WILL

BE ROUGHENED AND LEFT UNGROUTED UNTIL ALL PRODUCTION ANCHORS IN

FOR ANCHORS PENDING INSPECTING AND TESTING, DRILLED HOLES SHALL 1.

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G d

3'-2''

5 SPA @ 4"

3 1/2 ''

R

3 1/2 ''

11''R

9'-5''

10''

3'-8''

8'-7''

'-8

R

7''

R

3'-2''

5 SPA @ 4" 3 1/2 ''

'-8

R

11''R

1'-2''

TYP

7''

T Y

P

T Y

P

9'-5''

6'-3''3'-2''

3''2 SPA @ 1'-6"1'-0''1'-0''4'-2''

9''

/2

/2

6''

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IT

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SG509

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DETAIL - NEW RECESS ANCHORAGE FRAME PLAN

D1

SCALE: 3/4" = 1'-0"

DETAIL - NEW RECESS ANCHORAGE FRAME ELEVATION

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NOTE 11

SEE

± 1/16"

5"

± 1/16"

5"

± 1/16"

9"

0 + 1/8"

3'-2"

CONTROL DIMENSIONS

A S

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C

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E

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

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O R

P S

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E N

G

IN

E E

R S

= 1'-8"

2" PIN PLATE

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

FLANGE

1 3/4" BOTTOM

OF RECESS ANCHORAGE FRAMECL

OF PIN & HOLECL

PLAN

NOTE 6

NUMBER, SEE

IDENTIFICATION

SHEAR KEY

SEE NOTE 6

IDENTIFICATION NUMBER,

ANCHORAGE FRAME

SG510 FOR DETAILS)

SHEAR KEY (SEE SHT

FLANGE

1 3/4" TOP

PLACES ONLY, TYP

TAPPED HOLE, 2

Ø.75 1.25

= 1'-8"

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

TOP PIN PLATEBOTTOM PIN PLATE

3 1/2 ''

R

2" PIN PLATE

SHEAR KEY

OF PIN & HOLECL

IN PLATE, TYP, 4 TOTAL

DRILLED AND TAPPED

PIN PLATE

2 3 4

CONNECTION, 12 TOTAL.

AND ASTM F436 FLAT WASHERS. SLIP CRITICAL

BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS

1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490

CONNECTION, 16 TOTAL.

AND ASTM F436 FLAT WASHERS. SLIP CRITICAL

BOLTS WITH ASTM A563, GRADE DH HEAVY HEX NUTS

1 1/2" Ø HOLE FOR 1 3/8" Ø ASTM F3125 GRADE A490

SEE DETAIL D7/SG510

5" SPACER PLATE,

RODS, 4 TOTAL RODS, 6 TOTAL

R3 7/8 ''

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-U .S

S

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IN

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IN

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ID

2'0 1' 4'

2'0 1' 4'

1 *

D

IM

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IO

N

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2 3 4 5* *

*SEE NOTE 13

SURFACES PRIOR TO TENSIONING THE BOLTS.

.01 INCHES SHALL EXIST AT ANY POINT WITHIN THE BOUNDARY OF THE FAYING

INTO THE ANCHOR FRAMES WITH THE PIN PLATES, A GAP NO GREATER THAN

ANCHORAGE FRAMES. SHIMS SHALL BE MACHINED SO THAT ONCE ASSEMBLED

PIN PLATES AND ASSOCIATED SHIMS SHALL BE MATCHED TO SPECIFIC 13.

ALL ANCHOR FRAME STEEL IS FCM.12.

REFER TO MECHANICAL SHEET M-501 TO MATCH RC5 FIT WITH PIN.11.

, , ETC. REFER TO CONTROL DIMENSIONS, SEE TABLE ON THIS SHEET.10.

AND HEIGHT IS +/- 1/16 INCH.

OVERALL TOLERANCE ON ANCHORAGE FRAME FABRICATION LENGTH, WIDTH 9.

BRIDGES.

IN AISC 303-16 CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND

BE PARALLEL OR PERPENDICULAR WITHIN ANGULAR TOLERANCES SPECIFIED

FEATURES OF PARTS AND ASSEMBLIES THAT ARE IMPLIED AS PARALLEL MUST 8.

DIMENSIONS INDICATED, AND AVOID UNWORKABLE TOLERANCE STACK-UPS.

ADJUST SHOP DIMENSIONS AND TOLERANCES TO ACHIEVE LAYOUT 7.

IS APPLIED, LETTERING IS VISIBLE.

ENGRAVED OR STAMPED TO A DEPTH THAT WHEN PAINT SYSTEM OR COATING

MINIMUM 1/4 INCH LETTERS AND/OR NUMBERS. LETTERS SHALL BE EITHER

WITHOUT DISASSEMBLY OR REMOVAL OF PART. IDENTIFIER SHALL BE A

CORPS OR DESIGNATED REPRESENTATIVE IN LOCATIONS THAT ARE VISIBLE

ALL PARTS SHALL BE PROVIDED WITH A UNIQUE IDENTIFIER PROVIDED BY THE 6.

IMPACT ZONE 3, UNLESS OTHERWISE NOTED.

ALL PLATE STEEL, INCLUDING SHIMS, SHALL BE ASTM A709, GRADE HPS 50W, 5.

PIN PLATES SHALL BE ASTM A709 GRADE 50F, IMPACT ZONE 3.4.

FOR RECESS ANCHOR ROD INSTALLATION SEE SHEET SG511.3.

FOR RECESS ANCHORAGE FRAME DETAILS SEE SHEET SG510.2.

SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES.

FOR SLIP CRITICAL CONNECTION ASSEMBLY SEE SPECIFICATION 1.

STRUCTURAL SHEET NOTES

1 2

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8'-7''

4'-11 1/2 ''

OF PIN & HOLE

3'-8''

FRAME & SHEAR KEY

OF RECESS ANCHORAGE

PLAN

/2

/2

5 SPA. @ 4" = 1'-8''4 1/4 ''

(SPACER PLATE)

2'-3 3/4''

= 1'-8"

5 SPA @ 4"4 1/4'' 3 1/2''

2'-3 3/4''

3 1/2 ''

= 2'-11"

7 SPA @ 5"

2'' 8''

3'-6''

FRAME & SHEAR KEY

OF RECESS ANCHORAGE

TOP PLATE

1'-2"

FLANGE OF FRAME

/2

3''

= 3'-0" (SEE SHT SG511)

2'-4''

4'-1''

10''11''

10'-4''

OF PIN & HOLE

6'-3''

@ 1'-0" = 1'-0'' (SEE SHT SG511)

8'-7''

/2

1'-0''

/4

/4

/2

'' 2

/2

ELEVATION

9''

125125

RC5 FIT W/ PIN

7''

6''

BAR

ANCHORAGE

RECESS

CJP

3''

= 3'-0"

2 SPA @ 1'-6"

2'' 8''

3'-6''

FRAME & SHEAR KEY

OF RECESS ANCHORAGE

BOTTOM PLATE

T Y

P

/8

10''

9''

/4

/8

/8

/8

/4

NUMBER, SEE NOTE 13

SHEAR KEY IDENTIFICATION

SEE NOTE 13

IDENTIFICATION NUMBER,

ANCHORAGE FRAME

STIFFENER (6 TYP)

PL 1X8X1'-4 1/2"

NUMBER, SEE NOTE 13

SHEAR KEY IDENTIFICATION

(4 TYP)

IN PLATE

DRILLED AND TAPPED

LEVELING BOLTS

TAPPED IN PLATE

DRILLED AND

LEVELING BOLTS

OF SHEAR KEY

1 1/2" WEB PLATE

IN PLATE

BOLTS DRILLED AND TAPPED

STIFFENER (6 TYP)

PL 1X8X1'-4 1/2"

PL 2"X20"X3'-6"

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D9

DETAIL - SHEAR KEY DETAIL FOR RECESS ANCHORAGE FRAME

DETAIL - 5" SPACER PLATE

D7

F7

D1

DETAIL - NEW RECESS ANCHORAGE FRAME

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SHEET ID

®of Engineers

US Army Corps

U .S

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PLATE (TYP)

1 3/4" FLANGE

PL 2"

1 1/2" WEB PLATE

CHAMFER (TYP)

WELD ACCESS

2" RADIUS

CJP

TOP &

BOTTOM

PLATE

7/16

7/16

CL

CL

HOLES

PL 2"

PLATE (TYP)

1 3/4" FLANGE

CHAMFER (TYP)

WELD ACCESS

2" RADIUS

1 1/2" WEB PLATE

BEYOND

STIFFENER PL, (TYP)

PL 1x8x1'-4 1/2"

1/2

1/2

CL

/2

/2

/2

/2

WIDTH OF TOP

TOP FLANGE

PIN PLATE

BOTTOM FLANGE

OF SHEAR KEY

1 3/4" TOP PL

SHEAR KEY (6 TYP.)

1" STIFFENER OF

OF SHEAR KEY

1 3/4" BOTTOM PL

OF SHEAR KEY

1 1/2" WEB PL

END VIEW

MAX. WIDTH OF SHEAR KEY

3'-6"

MIN. WIDTH OF SHEAR KEY

2'-5"

CRITICAL CONNECTION

WASHERS (16 TYP). SLIP

NUTS AND 2 ASTM F436 FLAT

A563, GRADE DH HEAVY HEX

A490 BOLTS WITH ASTM

1 3/8" Ø ASTM F3125 GRADE

D9

SG510

F7

SG510

CL

CL

A1

SG510

CL

STRUCTURAL SHEET NOTES

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ID

0 1' 2'6"

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

1' 2'0 6"

OF 63 MICROINCHES OR LESS.

UNLESS OTHERWISE NOTED, ALL MACHINED SURFACES SHALL HAVE A FINISH 15.

LINE BORE PIN HOLES AFTER ASSEMBLY.14.

IS APPLIED, LETTERING IS VISIBLE.

ENGRAVED OR STAMPED TO A DEPTH THAT WHEN PAINT SYSTEM OR COATING

A MINIMUM 1/4 INCH LETTERS AND/OR NUMBERS. LETTERS SHALL BE EITHER

VISIBLE WITHOUT DISASSEMBLY OR REMOVAL OF PART. IDENTIFIER SHALL BE

THE CORPS OR DESIGNATED REPRESENTATIVE IN LOCATIONS THAT ARE

13. ALL PARTS SHALL BE PROVIDED WITH A UNIQUE IDENTIFIER PROVIDED BY

ALL ANCHOR FRAME STEEL IS FCM.12.

STRUCTURES REGARDING THERMAL CUTTING OF MATERIAL.

SEE SPECIFICATION SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL 11.

BOUNDARY OF THE FAYING SURFACES PRIOR TO TENSIONING THE BOLTS.

GREATER THAN .01 INCHES SHALL EXIST AT ANY POINT WITHIN THE

ASSEMBLED INTO THE ANCHOR FRAMES WITH THE PIN PLATES, A GAP NO

ANCHORAGE FRAMES. SHIMS SHALL BE MACHINED SO THAT ONCE

PIN PLATES AND ASSOCIATED SHIMS SHALL BE MATCHED TO SPECIFIC 10.

COMPLETING WEB TO FLANGE WELDS.

INCLUDING FINISHING DETAILS AND NDT, PRIOR TO INSTALLING WEB AND

WELDING SEQUENCE: COMPLETE FLANGE FULL PENETRATION WELDS, 9.

QUANTITIES REQUIRED: 4 MITER ANCHORAGES AND 2 RECESS ANCHORAGES.8.

SHOP BORE AND DRILL ALL BOLT HOLES. 7.

HYDRAULIC STRUCTURES.

FOR PAINT SYSTEM SEE SPECIFICATION SECTION 09 97 02 PAINTING: 6.

ANCHORAGE FRAME AND SHEAR KEY SHALL BE HEAT STRESS RELIEVED.

ASSEMBLY OF ANCHORAGE FRAMES, SHEAR KEY AND PIN PLATES, THE

AFTER WELDING IS COMPLETE, BUT PRIOR TO PAINTING OF BOLTED 5.

STRUCTURES.

SEE SPECIFICATION SECTION 05 59 20 FABRICATION OF HYDRAULIC STEEL 4.

WHERE THE SUMS OF THEIR THICKNESSES WILL MEET TOLERANCES GIVEN.

BE PERMISSIBLE FOR THE 5�" SPACER TO BECOME TWO 2� SPACER PLATES

IF THE 5" SPACER PLATE MATERIAL THICKNESS IS NOT AVAILABLE, IT SHALL 3.

IMPACT ZONE 3, UNLESS OTHERWISE NOTED.

ALL PLATE STEEL, INCLUDING SHIMS, SHALL BE ASTM A709, GRADE HPS 50WF, 2.

PIN PLATES SHALL BE ASTM A709 GRADE 50F, IMPACT ZONE 3.1.

NOT SHOWN IN ELEVATION FOR CLARITY.

1. ANCHORAGE FRAME BOLTS AND ANCHOR RODS

NOTE:

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P

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ELEVATION - RECESS ANCHORAGE

DETAIL

E1

DETAIL

E4

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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GROUP 1 ANCHORS GROUP 2 ANCHORS

TOC

OF ANCHORAGE PIN & HOLECL

EXISTING CONCRETE, TYP

BOLTS

LEVELING

FIRST STAGE GROUT POUR

SECOND STAGE GROUT POUR

SEE NOTE 5

NON-SHRINK GROUT

FRAME BOTTOM FLANGE.

LOWER THAN BOTTOM OF

SLOPED GROUT IS TO GO NO

TOWARDS DRAINAGE PIPE;

SLOPE GROUT ES OF FRAME

CL RECESS ANCHORAGE BAR

SEE DETAIL E1 THIS SHEET

TOP OF RECESS ANCHORAGE FRAME

BEARING AREA, SEE NOTE 5

NON-SHRINK GROUT IN SHEAR KEY

F1

SG503

UNDER BOTTOM PL

NON-SHRINK GROUT

FULLY THREADED W/ UNC THREADS

ANCHOR RODS, ASTM F1554 GRADE 55,

1 3/4"Ø GROUP 1 AND 2 1/4"Ø GROUP 2

CENTRALIZERS AS REQUIRED

4 1/2"Ø DRILLED HOLE AT GROUP 2 ANCHORS

4"Ø DRILLED HOLE AT GROUP 1 ANCHORS

NON-SHRINK GROUT, SEE NOTE 8

TOP OF EXISTING

CONCRETE DEMOLITION

JAM NUT, TYP ALL ANCHORS

ASTM A36

5 1/2" X 7/8" WASHER TYP FOR GROUP 2 ANCHORS;

4" X 5/8" WASHER TYP FOR GROUP 1 ANCHORS

BOTTOM PLATE

ASTM A563 GRADE A HEAVY HEX NUT

HAMMER DRILLED HOLE

CENTRALIZERS AS REQUIRED

ANCHOR RODS

HEAVY HEX NUT

ASTM A563 GRADE A

SEE NOTE 8

NON-SHRINK GROUT,

STRUCTURAL SHEET NOTES

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0 1' 2'6"

0 1' 2'6"

0 1' 2'6"

ANCHORAGE BAR NOT SHOWN FOR CLARITY.10.

EXISTING ANCHORAGE (PORTION TO REMAIN) NOT SHOWN FOR CLARITY.9.

NON-SHRINK GROUT FOR ANCHOR ROD INSTALLATION.8.

AND LEVELING OF THE ANCHORAGE FRAME.

ANCHOR ROD LENGTHS SHALL BE SUFFICIENT TO ALLOW FOR GROUT PAD 7.

EXEMPT FROM THIS REQUIREMENT.

FRAME. NON-SHRINK GROUT PLACED IN THE SHEAR KEY BEARING AREA IS

THICKNESS OF 2 INCHES AFTER ALIGNMENT AND LEVELING THE ANCHORAGE

PLATE SHALL HAVE A MAXIMUM THICKNESS OF 3 INCHES AND A MINIMUM

NON-SHRINK GROUT PLACED UNDER THE BOTTOM FLANGE AND THE BOTTOM 6.

NON-SHRINK GROUT.5.

INSTALLATION REQUIREMENTS.

DETERMINE EXACT ELEVATIONS AND LOCATIONS. SEE SHEET SG513 FOR

SECTION 35 50 56 MITER GATE ANCHORAGES REMOVAL AND INSTALLATION TO

CONTRACTOR SHALL CONDUCT A CONTROL SURVEY PER SPECIFICATION 4.

ROUTED PRIOR TO DRILLING.

EXISTING EMBEDDED ELECTRICAL CIRCUITS TO BE DE-ENERGIZED AND RE-3.

SPECIFIED DEPTH.

SHALL TAKE MEASURES TO PENETRATE STEEL IN ORDER TO REACH

ARMOR STRAPS, REINFORCING OR MISCELLANEOUS STEEL. CONTRACTOR

DRILLED HOLES FOR ANCHORS MAY ENCOUNTER EXISTING EMBEDDED WALL 2.

SECTION 03 01 33 ANCHOR ROD INSTALLATION.

THEN BE DETERMINED BY THE CONTRACTING OFFICER PER SPECIFICATION

THE SET HAVE BEEN DRILLED. THE HOLE(S) FOR THE TEST ANCHOR WILL

BE ROUGHENED AND LEFT UNGROUTED UNTIL ALL PRODUCTION ANCHORS IN

FOR ANCHORS PENDING INSPECTING AND TESTING, DRILLED HOLES SHALL 1.