LD10 Amendment 0004 - FULLSIZE.pdf

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PLATES

ENDS OF ALL WELDED

WRAP WELD AROUND

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CONTRACTOR.

ALL IMPACTED SITE FEATURE LOCATIONS SHALL BE FIELD VERIFIED BY THE 9.

PROTECTED BY THE CONTRACTOR DURING DEMOLITION AND INSTALLATION.

ALL IMPACTED SITE FEATURES NOT MARKED FOR REMOVAL SHALL BE 7.

WITH CONCRETE DEMOLITION.

EXISTING CABLES, CONDUITS AND ELECTRICAL TRENCHES THAT INTERFERE

SEE ELECTRICAL SHEETS E-101, E-401 AND E-402 FOR REQUIREMENTS AT 6.

DEMOLITION AND INSTALLATION.

NEW GRATING FOR ALL NEW RECESS AREAS THAT WERE CREATED AFTER

EXISTING GRATING CANNOT BE REUSED. THE CONTRACTOR SHALL PROVIDE

NEW CONCRETE. THE CONTRACTOR SHALL PROVIDE NEW GRATING WHERE

AFTER INSTALLATION OF NEW ANCHORAGE FRAMES AND PLACEMENT OF ALL

CONTRACTOR SHALL REINSTALL GRATING AND ELECTRICAL TRENCH LIDS

REMOVED BY THE CONTRACTOR AND RETAINED FOR RE-USE. THE

DEMOLITION AND INSTALLATION OF THE NEW ANCHORAGE FRAMES SHALL BE

EXISTING GRATING AND ELECTRICAL TRENCH LIDS REMOVED FOR 5.

POSTS AND WERE REMOVED AS PART OF THIS WORK.

NECESSARY HAND RAIL MODIFICATIONS AT THE LOCATIONS THAT HAD CHECK

WORK. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING FOR THE

TO PREVENT DAMAGE, AND REINSTALLED PRIOR TO COMPLETION OF THE

CONCRETE DEMOLITION SHALL BE REMOVED BY THE CONTRACTOR, STORED

EXISTING LIGHT STANDARDS AND HAND RAILS THAT INTERFERE WITH 4.

EXTENT OF DEMOLITION.

SEE DRAWINGS SD501, SD502 AND SD503 FOR TYPICAL DIMENSIONS OF 3.

MATERIAL.

SURFACES SHALL BE CLEANED OF CEMENT DUST AND LOOSE MASONRY

AFTER DEMOLITION AND PRIOR TO PLACING NEW CONCRETE OR GROUT, ALL 2.

TOP SURFACE OF THE LOCK WALL.

TO CREATE A SMOOTH LINE BETWEEN NEW AND EXISTING CONCRETE AT THE

SAW CUTTING TO BE A MINIMUM DEPTH OF 3”. SAW CUTTING SHALL BE USED 1.

DEMOLITION NOTES

RODS SEE SPECIFICATIONS SECTION 03 30 00 CAST IN PLACE CONCRETE.

FOR EPOXY ADHESIVE FOR ANCHORING REINFORCEMENT AND THREADED 7.

NON-SHRINK GROUT SHALL BE 6,000 PSI.6.

PRIOR TO LOAD BEING APPLIED TO THE ANCHORAGE SYSTEM.

CONCRETE SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI 5.

PER THE MANUFACTURE'S INSTRUCTIONS.

WITH A LITHIUM SILICATE DENSIFYING WATER BASED PENETRATING SEALER,

REMAINING EXPOSED SURFACES OF CONCRETE INSIDE THE EXCAVATIONS

FABRICATIONS HAVE BEEN INSTALLED AND GROUTED IN PLACE, COAT ALL

AFTER ALL CONCRETE HAS BEEN PLACED AND CURED, AND THE ANCHORAGE 4.

AMPLITUDE OF APPROXIMATELY 1/4 INCH.

THE ENTIRE CONTACT AREA TO A SURFACE PROFILE WITH MINIMUM FULL

CONCRETE IS TO BE BONDED. THE SURFACE SHALL BE ROUGHENED OVER

THE INTERFACE WITH NEW CONCRETE OR AT LOCATIONS ADDITIONAL

AT ALL LOCATIONS ROUGHENING OF THE EXISTING CONCRETE SURFACE AT 3.

FOR THE TOP OF LOCK MONOLITHS.

UNIFORM SURFACE FINISH REQUIREMENT SHALL BE BROOM FINISH F)

AVOID OBSTRUCTIONS OR HORIZONTAL OBSTRUCTIONS.

OBSTRUCTIONS. VERTICAL DOWELS MAY BE ADJUSTED SLIGHTLY TO

CONSTRUCTION JOINTS, OPENINGS, EMBEDDED ITEMS, OR OTHER

MAY BE SHIFTED SLIGHTLY OR BENT IN THE FIELD TO AVOID

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, BARS E)

PARAGRAPH 25.3 OF ACI 318-14.

HOOKS IN BARS SHALL CONFORM TO THE REQUIREMENTS OF D)

EMBEDMENT LENGTHS SHALL BE AS SHOWN ON THE DRAWING. C)

OR AS SHOWN ON THE DRAWINGS, SHALL BE 3”.

CLEAR COVER REINFORCEMENT, EXCEPT AS OTHERWISE INDICATED B)

318-14.

BARS SHALL MEET THE REQUIREMENTS OF PARAGRAPH 20.2 OF ACI

ALL REINFORCEMENT SHALL BE ASTM A615 GRADE 60. DEFORMED A)

REINFORCEMENT REQUIREMENTS2.

AIR ENTRAINED.

STRENGTH AND TYPE: ALL CAST-IN-PLACE CONCRETE SHALL BE f'c = 5000 PSI 1.

CONCRETE NOTES

CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.

DETAILED WELDING INFORMATION SHALL BE SUBMITTED BY THE

WELD SYMBOLS INDICATE ONLY SIZE AND TYPE OF WELD REQUIRED.

WELDING SOCIETY (AWS) AND ARE IN ACCORDANCE WITH AWS A2.4 - 2012.

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN 3.

D1.1 - 2015.

FOR RECESS SEAT ANGLES, WELDING SHALL BE IN ACCORDANCE WITH AWS 2.

SG506, SG507, SG509 AND SG510.

AWS D1.5 - 2015. FRACTURE CRITICAL MEMBERS ARE NOTED ON SHEETS

FOR ANCHORAGE FRAMES, ALL WELDING SHALL BE IN ACCORDANCE WITH 1.

WORK SHALL OCCUR AT SIX (6) ANCHORAGES IN TOTAL.6.

AND I-3.

SHALL OCCUR AT THE MITER GATES 1 AND 3, LOCATED ON MONOLITHS L-45

THE DEMOLITION AND INSTALLATION WORK OF ONLY THE MITER ANCHORAGES 5.

MONOLITHS L-23 AND I-26, RESPECTIVELY.

ANCHORAGES SHALL OCCUR AT THE MITER GATES 2 AND 4, LOCATED ON

THE DEMOLITION AND INSTALLATION WORK OF MITER AND RECESS 4.

SUPPORTING THE GATE.

RELIEVED. SURVEY CONTROL SHALL BE PERFORMED PRIOR TO SECURING AND

SPECIFICATION 35 50 56, SO THAT LOAD TO THE ANCHORAGE SYSTEM IS

THE RECESSED POSITION, AND SECURED AND SUPPORTED PER

PRIOR TO CONCRETE EXCAVATION, THE MITER GATES SHALL BE MOVED TO 3.

GATES MUST BE OPERATIONAL AT ALL TIMES.

(EITHER UPSTREAM OR DOWNSTREAM) AT A TIME AND ONE SET OF MITER

THE CONTRACTOR IS ONLY ALLOWED TO WORK ON ONE SET OF MITER GATES 2.

BE RESTORED TO ORIGINAL CONDITION.

PRIOR TO CONSTRUCTION. ALL AREAS DISTURBED DURING CONSTRUCTION TO

THE CONTRACTOR TO DOCUMENT EXISTING CONDITIONS, INCLUDING SURVEY, 1.

SUMMARY OF WORK

WELDING NOTES

MISCELLANEOUS BOLTS SHALL BE ASTM A307.6.

ANCHOR RODS SHALL BE ASTM F1554 GRADE 55.5.

TYPE 1, WITH ASTM F436 HARDENED WASHERS AND ASTM A563 NUTS GRADE DH.

SLIP CRITICAL BOLTED CONNECTION BOLTS SHALL BE ASTM F3125 GRADE A490 4.

FOR RECESS SEAT ANGLES, MATERIAL SHALL BE AS NOTED ON THE DRAWINGS.3.

REQUIREMENTS, AS NOTED ON DRAWINGS.

STRUCTURAL PLATES, GRADE 50F FOR PIN PLATES, IMPACT ZONE 3

FOR ANCHORAGE FRAMES, ALL STEEL SHALL BE ASTM A709, GRADE 50F FOR 2.

SEE SPECIFICATIONS FOR STEEL FABRICATION AS APPLICABLE.1.

STEEL NOTES

GENERAL STRUCTURAL NOTES

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10'-11''

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5 SPA @ 4"

3 1/2 ''

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10'-1''

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3 1/2 ''5 SPA @ 4"

TYP

7''

1'-2''

10'-11''

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

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

EQEQ

EQEQ

3 7/8 ''R

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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 PIN & HOLE

FLANGE

1 3/4" BOTTOM

OF MITER ANCHORAGE FRAME

CL

CL

= 1'-8"

2" PIN PLATE

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

PLAN

NUMBER, SEE NOTE 6

SHEAR KEY IDENTIFICATION

SEE NOTE 6

IDENTIFICATION NUMBER,

ANCHORAGE FRAME

SG507 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

2 3 4

PIN PLATE

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

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

SEE DETAIL D7/SG507

5" SPACER PLATE,

RODS, 8 TOTAL

RODS, 6 TOTAL

2'0 1' 4'

2'0 1' 4'

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*SEE NOTE 13

STRUCTURAL SHEET NOTES

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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10'-1''

3''

= 3'-0" (SEE SHT SG508)

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

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

'' 2

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/4

4'-1''

11'-10''

OF PIN & HOLE

/2

/4

7'-9''

10''11''

ELEVATION

/2

EQEQ

EQEQ

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''

FRAME & SHEAR KEY

OF MITER ANCHORAGE

PLAN

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

(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

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/4

/8

IN PLATE

DRILLED AND TAPPED

LEVELING BOLTS

(6 TYP)

TAPPED IN PLATE

DRILLED AND

LEVELING BOLTS

NUMBER, SEE NOTE 13

SHEAR KEY IDENTIFICATION

STIFFENER (6 TYP)

PL 1X8X1'-4 1/2"

NUMBER, SEE NOTE 13

SHEAR KEY IDENTIFICATION

SEE NOTE 13

IDENTIFICATION NUMBER,

ANCHORAGE FRAME

IN PLATE

BOLTS DRILLED AND TAPPED

OF SHEAR KEY

1 1/2" WEB PLATE

STIFFENER (6 TYP)

PL 1X8X1'-4 1/2"

PL 2"X20"X3'-6"

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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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DETAIL - NEW MITER ANCHORAGE FRAME

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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

A1

SG507

HOLES

1 1/2" WEB PLATE

PL 2"

PLATE (TYP)

1 3/4" FLANGE

CHAMFER (TYP)

2" RADIUS

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

TOP FLANGE

PIN PLATE

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

SG507

F7

SG507

CL

CL

CL

STRUCTURAL SHEET NOTES

0 1' 2'6"

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

1' 2'0 6"

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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.

NOT SHOWN IN ELEVATION FOR CLARITY.

1. ANCHORAGE FRAME BOLTS AND ANCHOR RODS

NOTE:

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2:31:45 PM4/8/2021MELINDA.KNUDSON

L:\2020\20-06_WTR_ SEH Miter Gate Anchorage\L10AR\ProjectData\CAD_BIM\_Sheets\LD10AR_SG509---.dgn

E N

A M

E

L D

A

R S

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

T Y

P

TYP

7''

11''R

'-8

R

3'-2''

5 SPA @ 4" 3 1/2 ''

T Y

P

1'-2''

9'-5''

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

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

9''

/2

/2

6''

B

T W

IT

C

H E

C E

S S

A N

C H

O R

A G

E F

R A

M E

A S

S E

M B

L Y

S T

R U

C T

U R

A L

SG509

P

C E

H

O U

K N

U D

S

DETAIL - NEW RECESS ANCHORAGE FRAME PLAN

D1

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

DETAIL - NEW RECESS ANCHORAGE FRAME ELEVATION

A N

S

T T

E N

B U

R G

C K

D

A M

S

IS

S

IP

P I

R

IV

A N

C H

O R

A G

E R

E P

L A

C E

M E

E S

B

R C

H

P

A U

L

M

IN

N E

S O

T A

-1

T H

S T

E A

S T

S

T E

P

A U

L D

IS

T

R

T R

A T

E C

H .C

L L

E V

U E

W

A

T

H A

V E

N

E

S U

IT

E

T R

A T

E

NOTE 11

SEE

± 1/16"

5"

± 1/16"

5"

± 1/16"

9"

0 + 1/8"

3'-2"

CONTROL DIMENSIONS

A S

-B U

IL

T

N O

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

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

SG510 FOR DETAILS)

SHEAR KEY (SEE SHT

SEE NOTE 6

IDENTIFICATION NUMBER,

ANCHORAGE FRAME

FLANGE

1 3/4" TOP

PLACES ONLY, TYP

TAPPED HOLE, 2

Ø.75 1.25

2" PIN PLATE

(12) 1 1/2" Ø HOLES

OF PIN & HOLECL

TOP PIN PLATEBOTTOM PIN PLATE

= 1'-8"

R3 1/2 ''

SHEAR KEY

OF PIN & HOLECL

IN PLATE, TYP, 4 TOTAL

DRILLED AND TAPPED

2 3 4

PIN PLATE 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

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

3 7/8 ''R

2'0 1' 4'

2'0 1' 4'

N A

V D

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

IA

S

P C

S

N O

R T

H Z

O N

E -U

.S

S U

R V

E Y

F T

N

A D

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E

D F

A C

T O

R

C F

.9

G E

O

ID

1 *

D

IM

E N S

IO

N

F R

A M

E

2 3 4 5* *

*SEE NOTE 13

STRUCTURAL SHEET NOTES

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 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.

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2:32:07 PM4/8/2021MELINDA.KNUDSON

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E N

A M

E

L D

A

R S

G d

8'-7''

4'-11 1/2 ''

OF PIN & HOLE

3'-8''

PLAN

FRAME & SHEAR KEY

OF RECESS ANCHORAGE

/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''

6'-3''

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

8'-7''

/2

1'-0''

/4

/4

/2

'' 2

/2

ELEVATION

OF PIN & HOLE

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

IN PLATE

DRILLED AND TAPPED

LEVELING BOLTS

(4 TYP)

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"

B

T W

IT

C

H E

E V

A T

IO

N

A N

D D

E T

A

IL

S

R E

C E

S S

A N

C H

O R

A G

E F

R A

M E

P L

A N

S T

R U

C T

U R

A L

SG510

P

C E

H

O U

K N

U D

S

S

T T

E N

B U

R G

C K

D

A M

S

IS

S

IP

P I

R

IV

A N

C H

O R

A G

E R

E P

L A

C E

M E

E S

B

R C

H

P

A U

L

M

IN

N E

S O

T A

-1

T H

S T

E A

S T

S

T E

P

A U

L D

IS

T

R

T R

A T

E C

H .C

L L

E V

U E

W

A

T

H A

V E

N

E

S U

IT

E

T R

A T

E

D9

SCALE: 1" = 1'-0"

DETAIL - SHEAR KEY DETAIL FOR RECESS ANCHORAGE FRAME

DETAIL - 5" SPACER PLATE

D7

F7

D1

DETAIL - NEW RECESS ANCHORAGE FRAME

A S

-B U

IL

T

N O

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

PLATE (TYP)

1 3/4" FLANGE

PL 2"

1 1/2" WEB PLATE

CHAMFER (TYP)

2" RADIUS

CJP

TOP &

BOTTOM

PLATE

7/16

7/16

CL

CL

HOLES

STIFFENER PL, (TYP)

PL 1x8x1'-4 1/2"

1 1/2" WEB PLATE

PLATE (TYP)

1 3/4" FLANGE

PL 2"

CHAMFER (TYP)

WELD ACCESS

2" RADIUS

BEYOND

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

0 1' 2'6"

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

1' 2'0 6"

N A

V D

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

IA

S

P C

S

N O

R T

H Z

O N

E -U

.S

S U

R V

E Y

F T

N

A D

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E

D F

A C

T O

R

C F

.9

G E

O

ID

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:

R

E S

P O

N S

E T

O B

ID

D

E R

I N

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IR

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