EXH_H_379013 13-2-40_Combined_Drawings.pdf

CHAMFER

1x1 TYP.

#4 TIE

10"

1'-2"

4"

4"

(6) #7 BARS

1'-6"

9"

1'-6"

3'-0"

SEE DETAILS FOR TYP.

HOOK POCKET AND TYP.

ANCHOR ASSEMBLY

SEE DETAIL 1 & 2

CORNER ANGLE

STENCIL

STENCIL

STENCIL

3" 1'-3" 1'-3" #4 TIE (6 REQD.)

SEE DETAIL FOR BLOCK

IDENTIFICATION STENCIL

LOCATED AT EACH ANCHOR

POINT

7'-6"

3'-9"

3' -0

1'-0" TYP.

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

3'-8"

2" R

TYP.

7"

6"2" R

30°

#8 REBAR

7" 7"

1' -2

2"Ø HOT ROLLED BAR

AISI M-1020

1'-3"

2" 51

2"

4"

(4 SIDES)

7"

5"

2"21 2"

7"

4" x 3 4" CHAMFER

ALL AROUND

POCKET

THE SUBCONTRACTOR SHALL APPLY BLACK PAINT STENCIL

LETTERING ON A WHITE PAINTED BACKGROUND ON EACH

BLOCK IN LOCATIONS SHOWN IN THE VIEWS ABOVE.

5,050 7.5-3 1.5 2026

12"

5"2"

1"

ACTUAL WT. OF THE BLOCK

(TO THE NEAREST 50#)

NOMINAL SIZE

OF BLOCK

YEAR BLOCK

WAS CAST

WHITE BACKGROUND

BLOCK TYPE

A

TYPE "A" BLOCK

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

Fermilab Standard Blocks

B. Lipinski

B. Lipinski

D. Bridges

13-2-40

11/18/2025

"A"

PIP-II BTL SHIELD BLOCKS

PLANS, SECTIONS, DETAILS & NOTES

HOOK POCKET DETAIL

1/8"=1'-0" 8 0 8 16

SCALE FEET

1/4"=1'-0" 4 0 4 8

SCALE FEET

PROTECT FACE AND INSIDE OF ALL POCKETS AND INSERTS DURING CONCRETE CASTING.

MINIMUM CONCRETE COVER ON ANY REINFORCING BAR IS 11

2 INCHES.

CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.

REINFORCING BARS SHALL BE ASTM 615, GRADE 60.

ANGLES SHALL BE ASTM A-36.

HEADED ANCHORS SHALL CONFORM TO ASTM A-108 AND AWS D1.1 SECTION 7.

PRECAST SECTIONS SHALL BE WET CAST AND PLACED IN ACCORDANCE WITH ACI 304.

ALL EXPOSED SURFACES OF METAL ANGLES SHALL HAVE A GALVANIZED FINISH.

FINISHED BLOCKS WEIGHING LESS THAN 4720 POUNDS SHALL BE REJECTED.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

BLOCK IDENTIFICATION DETAILANCHOR ASSEMBLY DETAIL

END VIEW

DETAIL

N.T.S. ---

1 DETAIL

N.T.S. ---

TOP VIEW

SIDE VIEW

SECTION VIEW

SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0"

NOTE: SAW CUT ALL ANGLE CUTS.

DO NOT SHEAR.

L 11 2 x 11

2 X 14 (TYP.)

8"Ø x 4" LG. NELSON

STUD @ 12" O.C. (MIN.

2 PER ANGLE)

1/4 TYP.

L 11 2 x 11

2 X 14 (TYP.)

TYP.

G

DIMENSIONAL TOLERANCES

1. ±1

8" ON ALL DIMENSIONS 36" AND UNDER: ±1

4" ON ALL DIMENSIONS OVER 36".

2. ±1

16" PROJECTION, BOW OR BELLY IN A 6'-0" LENGTH, IN CAST SURFACE FROM

TRUE REFERENCE PLANE.

3. ±1

2" ON LIFTING ANCHOR LOCATION.

4. +0" -12" ON PROJECTION OF LIFTING BAR PAST FACE OF THE CONCRETE.

5. ±1

2° ON BLOCK SQUARENESS.

STENCIL

3'-0"

3' -0

1'-6"

1'-6"

10"

9 #8 BARS

6'-0"

1'-0" TYP

CHAMFER 1x1

TYP.

SEE DETAIL 1 & 2

CORNER ANGLE

4"

4"

1'-2"

10"11"

1'-2"

SEE DETAIL 1&2

CORNER ANGLE

SEE DETAILS FOR TYP.

HOOK POCKET AND

TYP. ANCHOR ASSEMBLY

#4 TIE

SEE DETAIL FOR BLOCK

IDENTIFICATION STENCIL LOCATED

AT EACH ANCHOR POINT

3" 1'-10" 1'-10" 1'-10"

3"

#4 TIE (4 REQD.)

STENCIL

3' -0

8"Ø x 4" LG.

NELSON STUD

@ 12" O.C. (MIN.

2 PER ANGLE)

L 11 2 x 11

TYP.

L11 2 x 11

2 (TYP.)

NOTE: SAW CUT ALL ANGLE CUTS.

DO NOT SHEAR.

TYP

THE SUBCONTRACTOR SHALL APPLY BLACK PAINT STENCIL

LETTERING ON A WHITE PAINTED BACKGROUND ON EACH

BLOCK IN LOCATIONS SHOWN IN THE VIEWS ABOVE.

8,100 6-3-3 2026

12" 5"2"

1"

ACTUAL WT. OF THE BLOCK

(TO THE NEAREST 50#)

NOMINAL SIZE

OF BLOCK

YEAR BLOCK

WAS CAST

WHITE BACKGROUND

BLOCK TYPE

C

TYPE "C" BLOCK

2" R

TYP.

7"

6"2" R

30°

#8 REBAR

7" 7"

1' -2

2"Ø HOT ROLLED BAR

AISI M-1020

1'-3"

2" 51 2"

4"

(4 SIDES)

7"

5"

2"21

2"

7"

4" x 3 4" CHAMFER

ALL AROUND

POCKET

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

Fermilab Standard Blocks

B. Lipinski

B. Lipinski

"C"

PIP-II BTL SHIELD BLOCKS

PLANS, SECTIONS, DETAILS & NOTES

DETAIL 1 DETAIL 2 BLOCK IDENTIFICATION DETAIL

1/8"=1'-0" 8 0 8 16

SCALE FEET

1/4"=1'-0" 4 0 4 8

SCALE FEET

1/8"=1'-0"

PROTECT FACE AND INSIDE OF ALL POCKETS AND INSERTS DURING CONCRETE CASTING.

MINIMUM CONCRETE COVER ON ANY REINFORCING BAR IS 11

2 INCHES.

CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.

REINFORCING BARS SHALL BE ASTM 615, GRADE 60.

ANGLES SHALL BE ASTM A-36.

HEADED ANCHORS SHALL CONFORM TO ASTM A-108 AND AWS D1.1 SECTION 7.

PRECAST SECTIONS SHALL BE WET CAST AND PLACED IN ACCORDANCE WITH ACI 304.

ALL EXPOSED SURFACES OF METAL ANGLES SHALL HAVE A GALVANIZED FINISH.

FINISHED BLOCKS WEIGHING LESS THAN 7590 POUNDS SHALL BE REJECTED.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

HOOK POCKET DETAIL

ANCHOR ASSEMBLY DETAIL

1/8"=1'-0"1/4"=1'-0"

DIMENSIONAL TOLERANCES

1. ±1

8" ON ALL DIMENSIONS 36" AND UNDER: ±1

4" ON ALL DIMENSIONS OVER 36".

2. ±1

16" PROJECTION, BOW OR BELLY IN A 6'-0" LENGTH, IN CAST SURFACE FROM

TRUE REFERENCE PLANE.

3. ±1

2" ON LIFTING ANCHOR LOCATION.

4. +0" -12" ON PROJECTION OF LIFTING BAR PAST FACE OF THE CONCRETE.

5. ±1

2° ON BLOCK SQUARENESS.

END VIEW

TOP VIEW

SIDE VIEW

SECTION VIEW

3'-0"

6'-0"

1'-0" TYP.

CHAMFER

1x1 TYP.

T#4 TIE

10"

1'-2"

4"

4"

(6) #7 BARS

1' -6

9"

1'-6"

3'-0"

SEE DETAILS FOR TYP.

HOOK POCKET AND TYP.

ANCHOR ASSEMBLY

SEE DETAIL 1 & 2

CORNER ANGLE

STENCIL

3" 1'-10" 1'-10" 1'-10" 3" #4 TIE (4 REQD.)

SEE DETAIL FOR BLOCK

IDENTIFICATION STENCIL

LOCATED AT EACH ANCHOR

POINT

2'-11"

STENCIL STENCIL

3' -0

2" R

TYP.

7"

6"2" R

30°

#8 REBAR

7" 7"

1' -2

2"Ø HOT ROLLED BAR

AISI M-1020

1'-3"

2" 51

2"

4"

(4 SIDES)

7"

5"

2"21

2"

7"

4" x 3 4" CHAMFER

ALL AROUND

POCKET

THE SUBCONTRACTOR SHALL APPLY BLACK PAINT STENCIL

LETTERING ON A WHITE PAINTED BACKGROUND ON EACH

BLOCK IN LOCATIONS SHOWN IN THE VIEWS ABOVE.

4,050 6-3 1.5 2026

12"

5"2"

1"

ACTUAL WT. OF THE BLOCK

(TO THE NEAREST 50#)

NOMINAL SIZE

OF BLOCK

YEAR BLOCK

WAS CAST

WHITE BACKGROUND

BLOCK TYPE

D

TYPE "D" BLOCK

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

Fermilab Standard Blocks

B. Lipinski

B. Lipinski

"D"

PIP-II BTL SHIELD BLOCKS

PLANS, SECTIONS, DETAILS & NOTES

HOOK POCKET DETAIL

1/8"=1'-0" 8 0 8 16

SCALE FEET

1/4"=1'-0" 4 0 4 8

SCALE FEET

PROTECT FACE AND INSIDE OF ALL POCKETS AND INSERTS DURING CONCRETE CASTING.

MINIMUM CONCRETE COVER ON ANY REINFORCING BAR IS 11

2 INCHES.

CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.

REINFORCING BARS SHALL BE ASTM 615, GRADE 60.

ANGLES SHALL BE ASTM A-36.

HEADED ANCHORS SHALL CONFORM TO ASTM A-108 AND AWS D1.1 SECTION 7.

PRECAST SECTIONS SHALL BE WET CAST AND PLACED IN ACCORDANCE WITH ACI 304.

ALL EXPOSED SURFACES OF METAL ANGLES SHALL HAVE A GALVANIZED FINISH.

FINISHED BLOCKS WEIGHING LESS THAN 3760 POUNDS SHALL BE REJECTED.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

BLOCK IDENTIFICATION DETAILANCHOR ASSEMBLY DETAIL

END VIEW

DETAIL

N.T.S. ---

1 DETAIL

N.T.S. ---

TOP VIEW

SIDE VIEW

SECTION VIEW

SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0"

NOTE: SAW CUT ALL ANGLE CUTS.

DO NOT SHEAR.

L 11 2 x 11

2 X 14 (TYP.)

8"Ø x 4" LG. NELSON

STUD @ 12" O.C. (MIN.

2 PER ANGLE)

1/4 TYP.

L 11 2 x 11

2 X 14 (TYP.)

TYP.

G

DIMENSIONAL TOLERANCES

1. ±1

8" ON ALL DIMENSIONS 36" AND UNDER: ±1

4" ON ALL DIMENSIONS OVER 36".

2. ±1

16" PROJECTION, BOW OR BELLY IN A 6'-0" LENGTH, IN CAST SURFACE FROM

TRUE REFERENCE PLANE.

3. ±1

2" ON LIFTING ANCHOR LOCATION.

4. +0" -12" ON PROJECTION OF LIFTING BAR PAST FACE OF THE CONCRETE.

5. ±1

2° ON BLOCK SQUARENESS.

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

Fermilab Standard Blocks

B. Lipinski

B. Lipinski

"E"

PIP-II BTL SHIELD BLOCKS

PLANS, SECTIONS, DETAILS & NOTES

1/2"=1'-0" 5432101

SCALE FEET

1/4"=1'-0" 4 0 4 8

SCALE FEET

TOP VIEW SECTION

SIDE VIEW

SCALE: 3

16" = 1'-0"SCALE: 3

16" = 1'-0"

SCALE: 3

16" = 1'-0"

3' -0

1' -6

3'-0"

1'-6"

3" 1'

-5

1' -1

9"

1' -6

1'-2"

1/

2" T

YP

#3 TIE

3 - REQ'D

TIES

SEE SECTIONS

2" X 12" CHAMFER

ALL AROUND - DETAIL 1

3/16"=1'-0" 2 0 10 146

SCALE FEET

2 4 8 12

SEE DETAIL 2

F-58 EXPANDED COIL INSERT AS MFD.

BY DAYTON SUPERIOR CONCRETE

PRODUCTS OR APP'D EQUAL.

CHAMFER

2" X 12" SMALL BLOCKS

ALL CORNERS NOT HAVING

STEEL ANGLE DETAILS

SCALE: 12" = 1'-0"

SCALE: 14" = 1'-0"

4"

2"

7 16

ACTUAL WT. OF THE BLOCK

(TO THE NEAREST 50#)

NOMINAL SIZE

OF BLOCK

YEAR BLOCK

WAS CAST

WHITE

BACKGROUND

THE SUBCONTRACTOR SHALL APPLY BLACK PAINT STENCIL LETTERING ON A WHITE

PAINTED BACKGROUND ON EACH BLOCK IN LOCATIONS SHOWN IN THE VIEWS ABOVE.

BLOCK TYPE

TYPE "E" BLOCK .

1"

2"

1'

5"

3 - 3 - 1 2026 E 2,000

N.T.S.

PROTECT FACE AND INSIDE OF ALL POCKETS AND INSERTS DURING CONCRETE CASTING.

MINIMUM CONCRETE COVER ON ANY REINFORCING BAR IS 11

2 INCHES.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.

REINFORCING BARS SHALL BE ASTM 615, GRADE 60.

PRECAST SECTIONS SHALL BE WET CAST AND PLACED IN ACCORDANCE WITH ACI 304.

FINISHED BLOCKS WEIGHING LESS THAN1,840 POUNDS SHALL BE REJECTED.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

DIMENSIONAL TOLERANCES

1. ±1

8" ON ALL DIMENSIONS 36" AND UNDER: ±1

4" ON ALL DIMENSIONS OVER 36".

2. ±1

16" PROJECTION, BOW OR BELLY IN A 6'-0" LENGTH, IN CAST SURFACE FROM

TRUE REFERENCE PLANE.

3. ±1

2" ON LIFTING ANCHOR LOCATION.

4. +0" -12" ON PROJECTION OF LIFTING INSERT PAST FACE OF THE CONCRETE.

5. ±1

2° ON BLOCK SQUARENESS.

1DETAIL

DETAIL 2

BLOCK IDENTIFICATION DETAIL

(6) #5 BARS

3' -0

1'-6"

1' -6

END VIEW

SCALE: 3

16" = 1'-0"

SEE DETAIL 2

LEFT SIDE ONLY

AutoCAD SHX Text

STENCIL

AutoCAD SHX Text

STENCIL

AutoCAD SHX Text

12,150 18-3-1.5 2026 H-

STENCIL

STENCIL STENCIL

STENCIL

1'-6"1'-6"

REVISIONS

DATEREV. DESCRIPTIONS

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

Fermilab Standard Blocks

B. Lipinski

B. Lipinski

"H"

PIP-II BTL SHIELD BLOCKS

PLANS, SECTIONS, DETAILS & NOTES

D E

C

HOOK POCKET DETAIL

PROTECT FACE AND INSIDE OF ALL POCKETS AND INSERTS DURING CONCRETE CASTING.

MINIMUM CONCRETE COVER ON ANY REINFORCING BAR IS 11

2 INCHES.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.

REINFORCING BARS SHALL BE ASTM 615, GRADE 60.

ANGLES SHALL BE ASTM A-36.

HEADED ANCHORS SHALL CONFORM TO ASTM A-108 AND AWS D1.1 SECTION 7.

PRECAST SECTIONS SHALL BE WET CAST AND PLACED IN ACCORDANCE WITH ACI 304.

ALL EXPOSED SURFACES OF METAL ANGLES SHALL HAVE A GALVANIZED FINISH.

FINISHED BLOCKS WEIGHING LESS THAN 11,350 POUNDS SHALL BE REJECTED.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

DIMENSIONAL TOLERANCES

BLOCK IDENTIFICATION DETAILANCHOR ASSEMBLY DETAIL

SCALE: 1/8"=1'-0"

1'-0"

ACTUAL WT. OF THE BLOCK

(TO THE NEAREST 50#)

NOMINAL SIZE

OF BLOCK

YEAR BLOCK

WAS CAST

WHITE BACKGROUND

BLOCK TYPE

5"

2"

1"

THE SUBCONTRACTOR SHALL APPLY BLACK PAINT STENCIL

LETTERING ON A WHITE PAINTED BACKGROUND ON EACH

BLOCK IN LOCATIONS SHOWN IN THE VIEWS ABOVE.

TYPE "H" BLOCK

5" 2" 21

2"

7"

SCALE: 1/8"=1'-0"

4"

(4 SIDES)

1'-3"

2"91

2"

34" x 34" CHAMFER

ALL AROUND POCKET

1' -2

7" 7"

2" R

#8 REBAR

112"Ø HOT ROLLED BAR

AISI M-1020

7"

2" R

6"

30°

SCALE: 1/8"=1'-0"

END VIEW

TYP.

1/4

NOTE: SAW CUT ALL ANGLE CUTS.

DO NOT SHEAR.

L 112 x 112 X 14 (TYP.)

TYP.

DETAIL

N.T.S. ---

DETAIL

N.T.S. ---

1/4 TYP.

L 112 x 112 X 14 (TYP.)

1. ±1

8" ON ALL DIMENSIONS 36" AND UNDER: ±1

4" ON ALL DIMENSIONS OVER 36".

2. ±1

16" PROJECTION, BOW OR BELLY IN A 6'-0" LENGTH, IN CAST SURFACE FROM

TRUE REFERENCE PLANE.

3. ±1

2" ON LIFTING ANCHOR LOCATION.

4. +0" -12" ON PROJECTION OF LIFTING BAR PAST FACE OF THE CONCRETE.

5. ±1

2° ON BLOCK SQUARENESS.

7"

G

8"Ø x 4" LG. NELSON

STUD @ 12" O.C.

(MIN. 2 PER ANGLE)

1/8"=1'-0" 8 0 8 16

SCALE FEET

1/16"=1'-0"

SCALE FEET

40322416808

TOP VIEW

SIDE VIEW

18'-0"

1' -6

"9"

9'-0" 1'-0" 6'-0" 6'-0"

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

3' -0

1' -6

CORNER ANGLE (TYP)

SEE DETAIL 1 & 2 SEE DETAILS FOR TYP.

HOOK POCKET AND TYP.

ANCHOR ASSEMBLY

CORNER ANGLE (TYP)

SEE DETAIL 1 & 2

SECTION VIEW

5" 6"

6" 5"10

23 4" 23

4" CHAMFER 1"x1"

#4 TIE

(9) #6

#4 TIES (11 REQD.)

5'-11" 5'-11"

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

Fermilab Standard Blocks

B. Lipinski

B. Lipinski

"K"

PIP-II BTL SHIELD BLOCKS

PLANS, SECTIONS, DETAILS & NOTES

F-58 EXPANDED COIL INSERT AS MFD.

BY DAYTON SUPERIOR CONCRETE

PRODUCTS OR APP'D EQUAL.

CHAMFER

2" X 12" SMALL BLOCKS

ALL CORNERS NOT HAVING

STEEL ANGLE DETAILS

1/2"=1'-0" 5432101

SCALE FEET

1/4"=1'-0" 4 0 4 8

SCALE FEET

SCALE: 12" = 1'-0"

SCALE: 14" = 1'-0"TOP VIEW SECTION

SIDE VIEW

SCALE: 3

16" = 1'-0"SCALE: 3

16" = 1'-0"

SCALE: 3

16" = 1'-0"

2DETAIL

DETAIL 1

3' -0

1' -6

3'-0"

1'-6"

3" 1'

-5

1' -1

6"

1' -0

1'-2"

1/

2" T

YP

#3 TIE

3 - REQ'D

TIES

SEE SECTIONS

2" X 12" CHAMFER

ALL AROUND - DETAIL 1

4"

2"

7 16

ACTUAL WT. OF THE BLOCK

(TO THE NEAREST 50#)

NOMINAL SIZE

OF BLOCK

YEAR BLOCK

WAS CAST

WHITE

BACKGROUND

THE SUBCONTRACTOR SHALL APPLY BLACK PAINT STENCIL LETTERING ON A WHITE

PAINTED BACKGROUND ON EACH BLOCK IN LOCATIONS SHOWN IN THE VIEWS ABOVE.

BLOCK TYPE

TYPE "K" BLOCK .

1"

2"

1'

5"

3 - 3 - 1 2026 K 1,350

N.T.S.

BLOCK IDENTIFICATION DETAIL

3/16"=1'-0" 2 0 10 146

SCALE FEET

2 4 8 12

SEE DETAIL 2

PROTECT FACE AND INSIDE OF ALL POCKETS AND INSERTS DURING CONCRETE CASTING.

MINIMUM CONCRETE COVER ON ANY REINFORCING BAR IS 11

2 INCHES.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.

REINFORCING BARS SHALL BE ASTM 615, GRADE 60.

PRECAST SECTIONS SHALL BE WET CAST AND PLACED IN ACCORDANCE WITH ACI 304.

FINISHED BLOCKS WEIGHING LESS THAN 1,210 POUNDS SHALL BE REJECTED.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

DIMENSIONAL TOLERANCES

1. ±1

8" ON ALL DIMENSIONS 36" AND UNDER: ±1

4" ON ALL DIMENSIONS OVER 36".

2. ±1

16" PROJECTION, BOW OR BELLY IN A 6'-0" LENGTH, IN CAST SURFACE FROM

TRUE REFERENCE PLANE.

3. ±1

2" ON LIFTING ANCHOR LOCATION.

4. +0" -12" ON PROJECTION OF LIFTING INSERT PAST FACE OF THE CONCRETE.

5. ±1

2° ON BLOCK SQUARENESS.

END VIEW

SCALE: 3

16" = 1'-0"

1'-0"

3' -0

1' -6

SEE DETAILS

LEFT SIDE ONLY

AutoCAD SHX Text

STENCIL

AutoCAD SHX Text

STENCIL

SUBMITTED

APPROVED

CHECKED

DRAWN

DESIGNED

NAME

FERMI NATIONAL ACCELERATOR LABORATORY

DATE

SCALE:

DRAWING NO. REV.

UNITED STATES DEPARTMENT OF ENERGY

Fermilab Standard Blocks

B. Lipinski

B. Lipinski

"L"

PIP-II BTL SHIELD BLOCKS

PLANS, SECTIONS, DETAILS & NOTES

D

E C

CHAMFER

2" X 12" SMALL BLOCKS

ALL CORNERS NOT HAVING

STEEL ANGLE DETAILS

F-58 EXPANDED COIL INSERT AS MFD.

BY DAYTON SUPERIOR CONCRETE PRODUCTS

OR APP'D EQUAL.

1/4"=1'-0" 4 0 4 8

SCALE FEET

1/2"=1'-0" 5432101

SCALE FEET

SCALE: 12" = 1'-0"SCALE: 14" = 1'-0"

1DETAIL DETAIL 2

4"

2"

7 16

TOP VIEW SECTION

FRONT VIEW

SCALE: 14" = 1'-0"SCALE: 14" = 1'-0"

SCALE: 14" = 1'-0"

3' -0

1' -6

1'-6"

9"

3" 1'

-5

1' -1

6"

1' -0

1/

2" T

YP

SEE DETAIL 2

2" X 12" CHAMFER

ALL AROUND,

SEE DETAIL 1

#3 TIE

3 - REQ'D

#3 TIES

SEE SECTION

PROTECT FACE AND INSIDE OF ALL POCKETS AND INSERTS DURING CONCRETE CASTING.

MINIMUM CONCRETE COVER ON ANY REINFORCING BAR IS 11

2 INCHES..

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.

REINFORCING BARS SHALL BE ASTM 615, GRADE 60.

PRECAST SECTIONS SHALL BE WET CAST AND PLACED IN ACCORDANCE WITH ACI 304.

FINISHED BLOCKS WEIGHING LESS THAN 595 POUNDS SHALL BE REJECTED.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

DIMENSIONAL TOLERANCES

1. ±1

8" ON ALL DIMENSIONS 36" AND UNDER: ±1

4" ON ALL DIMENSIONS OVER 36".

2. ±1

16" PROJECTION, BOW OR BELLY IN A 6'-0" LENGTH, IN CAST SURFACE FROM

TRUE REFERENCE PLANE.

3. ±1

2" ON LIFTING ANCHOR LOCATION.

4. +0" -12" ON PROJECTION OF LIFTING INSERT PAST FACE OF THE CONCRETE.

5. ±1

2° ON BLOCK SQUARENESS.

1'-6"

SEE DETAIL 2

(2 ) #5

(2 ) #5

SIDE VIEW

SCALE: 14" = 1'-0"

ACTUAL WT. OF THE BLOCK

(TO THE NEAREST 50#)

NOMINAL SIZE

OF BLOCK

YEAR BLOCK

WAS CAST

WHITE

BACKGROUND

THE SUBCONTRACTOR SHALL APPLY BLACK PAINT STENCIL LETTERING ON A WHITE

PAINTED BACKGROUND ON EACH BLOCK IN LOCATIONS SHOWN IN THE VIEWS ABOVE.

BLOCK TYPE

TYPE "L" BLOCK

1"

2"

1'-0"±

5"

3-1.5-1.5 2026 L - 650

N.T.S.

BLOCK IDENTIFICATION DETAIL

FRONT

LE

FT

R

IG

H T

3' -0

1' -6

1'-0"

6"

SEE DETAIL 2

LEFT SIDE ONLY

AutoCAD SHX Text

STENCIL

AutoCAD SHX Text

STENCIL