Concrete Inserts

Concrete Inserts

Concrete inserts offered in this section are designed to provide a pre-set support point in concrete ceilings, walls, and floors. A range of inserts with varying design loads are available.

Materials

Carbon Steel and Malleable Iron are used in the manufacture of concrete inserts. Stainless Steel and other materials are available.

Finishes

The standard finishes for mechanical supports are plain steel (oil coated) sometimes referred to as black and

Electro-Galvanized Zinc (ASTM B633 SC3). Hot-Dip Galvanized After Fabrication (ASTM A123), Red Primer, Plastic

Coating, DURA-GREEN ™ and other special coatings are available upon request.

Approvals

(as noted)

Items in this section are Underwriters Laboratories Listed and comply with Federal Specification WW-H-171E &

A-A-1192A or Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58.

All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.

191

Pipe Hangers & Supports

Fig. 109A - Concrete Deck Insert - Hanger Application

Size Range: 3 / 8 "-16 thru 7 / 8 "-9 rod

Material: Steel

Function: For use in metal deck formed concrete to attach hanger rods. Allows for pre-positioning of hanger rods in poured concrete decks.

Approvals: 3 /

8

" - 5 /

8

" rod size is Underwriters Laboratories listed in the USA (UL) and Canada (cUL) . Included in our Seismic Restraints

Catalog approved by the State of California Office of Statewide Health

Planning and Development (OSHPD) . For additional load, spacing and placement information relating to OSHPD projects, please refer to the

TOLCO Seismic Restraints Systems Guidelines.

Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line for alternative finishes and materials.

Order By: Part number, rod size and finish. Contact B-Line for custom rod lengths.


Component of State of

California OSHPD Approved

Seismic Restraints System

Standard Bolt Length

8” (203.2mm)

12” (305mm)

Minimum

1” (25.4mm)

Minimum

2 5 /

8

”

(66.7mm)

12” (305mm)

Minimum

1” (25.4mm)

Minimum

2

5

/ 8 ”

(66.7mm)

12” (305mm)

Minimum

1” (25.4mm)

Minimum

2

5

/ 8 ”

(66.7mm)

1”

(25.4mm)

Minimum

Fig. 109A

Fig. 109A Fig. 109A

Part No.

Rod

Size

Max.

Pipe Size in.

(mm)

Max. Hanger Max. Recommended

Spacing Loads in.

(m) lbs.

(kN)

109A3 / 8

3 / 8 "-16 4" (101.6) 15’-0” (4.57)

109A1 / 2

1 / 2 "-13 8" (203.2) 15’-0” (4.57)

572

579

(2.54)

(2.57)

109A5 / 8

5 / 8 "-11

109A3 / 4

3 / 4 "-10

109A7 /

8

7 /

8

"-9

Contact B-Line

Contact B-Line

Contact B-Line

715

1000

1000

(3.18)

(4.45)

(4.45) lbs.

Approx.

Wt./100

(kg)

67.0

(30.4)

69.0

(31.3)

71.0

(32.2)

213.0

(96.6)

217.0

(98.4)

Max. Recommended Loads shown include safety factor of 5.

Weight is based on the standard bolt length.

NOTES:

1. Mounting holes are standard. If the plate is not mechanically secured to the deck ribs, a jam nut is required to prevent the anchor bolt from laying over when concrete is poured.

2. Minimum spacing between inserts shall be not less than 4 1 ⁄ 2 " (114.3mm) for 3 ⁄ 8 " and 6" (1152.4mm) for 1 ⁄ 2 "



192

Revised 11/4/2014

Fig. 109A - Concrete Deck Insert - Brace Application

Size Range: 3 / 8 "-16 thru 7 / 8 "-9 rod

Material: Steel

Function: For use in metal deck formed concrete to attach hanger rods.

Allows for pre-positioning of hanger rods in poured concrete decks.

Approvals: Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and

Development (OSHPD) . For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO

Seismic Restraints Systems Guidelines. Hangers certified by a registered professional engineer to conform to Section 6-1.1 of

NFPA #13 (1999) and Section 9.1.1.2 of NFPA 13 (2002).

Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line for alternative finishes and materials.

Order By: Figure number, rod size and finish. Contact B-Line for custom rod lengths.

Qualifies as an acceptable alternate seismic brace fastener per Section

9.3.5.9.6 Certification calculations for this application are available upon request. See dimensions and installation Detail below.





Standard Bolt

Length

8” (203.2mm)

12” (305mm)

Minimum

1” (25.4mm)

Minimum

12” (305mm)

Minimum

1” (25.4mm)

Minimum

12” (305mm)

Minimum

1” (25.4mm)

Minimum

‘D’

‘D’ ‘D’

Fig. 109A Fig. 109A

1” (25.4mm)

Minimum

Fig. 109A

‘D’

1” (25.4mm)

Minimum

Part No.

Rod Max. Horizontal Load

Size Brace At 45° lbs.

(kN)

109A3 / 8

3 / 8 "-16

109A1 /

2

1 /

2

"-13

109A5 / 8

5 / 8 "-11

109A3 / 4

3 / 4 "-10

109A7 /

8

7 /

8

"-9

560

660

680

700

700

(2.49)

(2.93)

(3.02)

(3.11)

(3.11)

‘D’ Min. Anchor

Embedment Depth in.

2 5 / 8 "

2 5 /

8

"

2 5 / 8 "

2 5 / 8 "

2 5 /

8

"

(mm)

(66.7)

(66.7)

(66.7)

(66.7)

(66.7)

Approx.

Wt./100 lbs.

(kg)

67.0

(30.4)

69.0

(31.3)

71.0

(32.2)

213.0

(96.6)

217.0

(98.4)

Seismic bracing design load calculated in compliance with the requirements of IBC 2009 / CBC 2010.

Part No.

109A3 / 8

3 / 8 "-16

109A1 / 2

1 / 2 "-13

109A5 / 8

5 / 8 "-11

109A3 / 4

109A7 / 8

Rod Max. Horizontal Load

Size Brace At 45°

3 / 4 "-10

7 / 8 "-9 lbs.

337

395

395

395

395

(kN)

(1.50)

(1.75)

(1.75)

(1.75)

(1.75)

‘D’ Min. Anchor

Embedment Depth in.

2 5 / 8 "

2 5 / 8 "

2 5 / 8 "

2 5 / 8 "

2 5 / 8 "

(mm)

(66.7)

(66.7)

(66.7)

(66.7)

(66.7)

67.0

(30.4)

69.0

(31.3)

71.0

(32.2)

213.0

(96.6)

217.0

(98.4)


Approx.

Wt./100 lbs.

(kg)

Fig. 109A

NOTES:

1. Mounting holes are standard. If the plate is not mechanically secured to the deck ribs, a jam nut is required to prevent the anchor bolt from laying over when concrete is poured. There is no structural strength added from the use of a mechanical fastener to hold the product in place before the pour.

2. Minimum spacing between inserts shall be not less than 4 for 3 ⁄ 8 " and 6"

1

(1152.4mm)

⁄ 2 "


(114.3mm) for 1 ⁄ 2 "


192a

Revised 8/8/2014


B3019 - Adjustable Metal Deck Ceiling Bolt

Size Range: 3 /

8

"-16 thru 3 /

4

"-10 rod

Material: Steel

Function: For use in metal deck formed concrete to attach hanger rods. Allows for pre-positioning of hanger rods in poured concrete decks.

Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact

Cooper B-Line for alternative finishes and materials.

Order By: Part number and finish. Contact B-Line for custom rod lengths.

Steel Size

B

D

D

Underside of anchor bolt to bottom of plate

Thread Size 'A' with Thread

Length 'C'

Part No.

Thread

A in.

B

(mm) in.

Thread

Length C

(mm)

D in.

(mm)

B30193 /

8

3 /

8

"-16 2 1 /

2

" (63.5) 6 3 /

8

" (161.9) 1 1 /

4

" (31.7)

B30191 /

2

1 /

2

"-13 2 1 /

2

" (63.5) 6 1 /

2

" (165.1) 1 1 /

4

" (31.7)

B30195 / 8

5 / 8 "-11 2 1 / 2 " (63.5) 6 3 / 4 " (171.4) 1 1 / 4 " (31.7)

B30193 / 4

3 / 4 "-10 2 1 / 2 " (63.5) 6 3 / 16 " (157.2) 2 1 / 4 " (57.1)

For maximum load rating, install plate on top of deck ribs.

Steel Size in.

7 Ga. x 1 1 /

4

" x 10"

(mm)

(4.5 x 31.7 x 254.0)

7 Ga. x 1 1 /

4

" x 10" (4.5 x 31.7 x 254.0)

7 Ga. x 1 1 / 4 " x 10"

1 / 4 " x 3" x 10"

(4.5 x 31.7 x 254.0)

(6.3 x 76.2 x 254.0)

Design

Design Load

Lbs (kN)

Approx.

Wt./100

Lbs.

(kg)

730 (3.25) 80 (36.3)

1350 (6.00) 99 (44.9)

2160 (9.61) 129 (58.5)

3230 (14.37) 238 (107.9)


193


Fig. 109AF - Concrete Insert - Hanger Application

(Cooper B-Line B2501)

Size Range: 3 /

8

"-16 thru 7 /

8

"-9 rod

Material: Steel

Function: Designed to be embedded in concrete to provide a point of support.

Approvals: Underwriters Laboratories listed in the USA (UL) and

Canada (cUL) for 3 / 8 " and 1 / 2 ". Included in our Seismic Restraints

Catalog approved by the State of California Office of Statewide Health

Planning and Development (OSHPD) . For additional load, spacing and placement information relating to OSHPD projects, please refer to the

TOLCO Seismic Restraint Systems Guidelines.

Finish: Plain anchor bolt with Electro-Galvanized hardware and plate.

Order By: Part number, rod size and finish.

Note: The hex or jam nut has NO value in determining the loads.

Their function is to assist in locking the coupling snug to the bottom of the deck form preventing the concrete from leaking into the coupling threads. Any other suitable locking device may be substituted if desired.





Anchor Bolt

ASTM A307

E

Rod Coupling

Edge of Concrete

Design Load-Shear

Design Load 45°

DE Min.

Design Load-Vertical

Mounting Hole for

Securing to Form

Part No.

lbs.

Approx.

Wt./100

(kg)

109AF3 / 8 38.1

(17.3)

109AF1 / 2 54.7

(24.8)

109AF5 / 8 82.2

(37.3)

109AF3 / 4 113.8

(51.6)

109AF7 /

8

130.6

(59.2)

Part No.

109AF3

109AF1

109AF5

109AF3

/ 8

/ 2

/ 8

/ 4

Rod

Size

Design Load Vertical

Hard Rock Light Wt.

lbs.

(kN) lbs.

(kN)

Design Load Shear


lbs.

(kN) lbs.

(kN)

Design Load 45°


lbs.

(kN) lbs.

(kN)

Embedment

Depth E in.

(mm) in.

DE

Min.

(mm)

3 / 8 "-16 1255 (55.82) 735 (3.28) 978 (4.35) 733 (3.26) 777 (3.45) 525 (2.33) 3 1 / 2 ” (88.9) 2” (50.8)

1 / 2 "-13 2321 (10.32) 1392 (6.19) 978 (4.35) 733 (3.26) 980 (4.36) 679 (3.02) 3 1 / 2 ” (88.9) 2” (50.8)

5 / 8 "-11 780 (3.47) 468 (2.08) 1278 (5.68) 958 (4.26) 688 (3.06) 445 (1,98) 4” (101.6) 2” (50.8)

3 / 4 "-10 1346 (5.99) 806 (3.58) 1278 (5.68) 958 (4.26) 927 (4.12) 619 (2,75) 4” (101.6) 2 1 / 2 ” (63.6)

109AF7 / 8

7 / 8 "-9 2321 (10.32) 1391 (6.19) 1278 (5.68) 958 (4.26) 1166 (5.18) 803 (3,57) 4” (101.6) 6” (152.4)

Max. Recommended Loads shown include safety factor of 5.



194


Fig. 109AF - Concrete Insert - Brace Application

(B-Line B2501)




Size Range: 3 /

8

"-16 thru 7 /

8

"-9 rod

Material: Steel

Function: Designed to be embedded in concrete to provide a point of support.

Approvals: Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and

Development (OSHPD) . For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO

Seismic Restraint Systems Guidelines.

Finish: Electro-Galvanized anchor bolt with Electro-Galvanized hardware and plate.

Order By: Figure number, rod size and finish.

Note: The hex or jam nut has NO value in determining the loads.

Their function is to assist in locking the coupling snug to the bottom of the deck form preventing the concrete from leaking into the coupling threads. Any other suitable locking device may be substituted if desired.

Edge of Concrete

E

Anchor Bolt

ASTM A307

Rod Coupling

Qualifies as an acceptable alternate seismic brace fastener per

Section 9.3.5.9.6 Certification calculations for this application are available upon request. See dimensions and installation Detail below.

Design Load

45°

Mounting Hole for

Securing to Form

DE Min.

Rod

Size

Part No.

109AF3 / 8

3 / 8 "-16

109AF1 / 2

1 / 2 "-13

109AF1 / 2

1 / 2 "-13

109AF5 / 8

5 / 8 "-11

109AF5 / 8

5 / 8 "-11

109AF3 / 4

3 / 4 "-10

109AF-

109AF-

109AF-

3

7

7

/

/

/

4

8

8

3 / 4 "-10

7 / 8 "-9

7 / 8 "-9

Max. Horizontal Seismic

Load With Brace At 45° in.

(mm)

925

925

(4.11)

(4.11)

950

1250

1424

1275

1424

1330

1424

(4.22)

(5.56)

(6.33)

(5.67)

(6.33)

(5.91)

(6.33)

Embedment

Depth E in.

(mm)

3 1 / 2 ”

3 1 / 2 ”

(88.9)

(88.9)

4”

4”

5”

4”

6”

4”

7”

(101.6)

(101.6)

(127.0)

(101.6)

(152.4)

(101.6)

(177.8)

2”

2”

2”

2” in.

2”

2”

2”

2”

2”

DE

Min.

(mm)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

Lbs.

Approx.

Wt./100

(kg)

38.1

54.7

(17.3)

(24.8)

54.7

82.2

82.2

113.8

(24.8)

(37.3)

(37.3)

(51.6)

113.8

130.6

130.6

(51.6)

(59.2)

(59.2)


Rod

Size

Part No.

109AF3 / 8

3 / 8 "-16

109AF1 / 2

1 / 2 "-13

109AF1 / 2

1 / 2 "-13

109AF5 / 8

5 / 8 "-11

109AF5 / 8

5 / 8 "-11

109AF3 / 4

3 / 4 "-10

109AF3 / 4

3 / 4 "-10

109AF7 / 8

7 / 8 "-9

109AF7 / 8

7 / 8 "-9

Max. Horizontal Seismic

Load With Brace At 45° in.

(mm)

781 (3.47)

781

807

999

1275

1029

1424

1074

1424

(3.47)

(3.59)

(4.44)

(5.67)

(4.57)

(6.33)

(4.78)

(6.33)

Embedment

Depth E in.

(mm)

3 1 / 2 ”

3 1 / 2 ”

4”

4”

5”

4”

6”

4”

7”

(88.9)

(88.9)

(101.6)

(101.6)

(127.0)

(101.6)

(152.4)

(101.6)

(177.8) in.

2”

2”

2”

2”

2”

2”

2”

2”

2”

DE

Min.

(mm)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

(50.8)

Lbs.

Approx.

Wt./100

(kg)

38.1

(17.3)

54.7

54.7

82.2

82.2

(24.8)

(24.8)

(37.3)

(37.3)

113.8

113.8

130.6

130.6

(51.6)

(51.6)

(59.2)

(59.2)




194a

Revised 8/8/2014


B2499 - Concrete Insert (TOLCO Fig. 107F)

Size Range: 5 / 8 "-11 thru 1 1 / 2 "-6 rod

Material: Steel

Function: Designed to be embedded in concrete to provide a point of support for 5 / 8 "-11 thru 1 1 / 2 "-6 rod or bolt sizes .

Finish: Plain anchor bolt with Electro-Galvanized coupling. Contact

B-Line for alternative finishes and materials.

Note: For rod sizes 3 / 8 "-16 and 1 / 2 "-13, refer to Fig. 109AF.

Order By: Part number and rod size.

For 1 1 / 8 "-7, 1 1 / 4 "-6, and 1 1 / 2 "-6 consult factory.

A

A

3 /

16

" Dia.

(4.8)

B

Rod

Size

Part No.

B24995 / 8

5 / 8 "-11

B24993 /

4

3 /

4

"-10

B24997 /

8

7 /

8

"-9

B2499-1 1"-8 in.

3"

A

(mm)

(76.2)

3" (76.2)

Min. Embedment

B in.

3" (76.2) 3 1 / 2 "

3" (76.2) 3 1 /

2

"

4"

4"

(m)

(88.9)

(88.9)

(101.6)

(101.6)

Max. Recommended Loads

(In 3000 lb. (13.34kN)

Hard Rock Concrete) lbs.

(kN)

1810

2710

3770

4960

Consult factory for specifications on rod sizes 1 1 / 8 "-7, 1 1 / 4 "-6, and 1 1 / 2 "-6

(8.05)

(12.05)

(16.77)

(22.06)

Approx. Wt./100 lbs.

118.0

(kg)

(53.5)

154.0

(69.8)

210.0

(95.3)

276.0

(125.2)


195


B2500 - Light Duty Spot Insert (TOLCO Fig. 310)

Material: Steel

Function: Designed to be embedded in concrete to attach 1 /

4

"-20 to

7 /

8

"-9 hanger rods .

How to Install: Attach concrete insert to forms and install reinforcing rods as required. After forms are dismantled, the knockout can be removed from the insert. The N2500 insert nut can be installed and the rod fastened to the nut. The rod should touch the inside top of the insert but should not be forced further to avoid damaging the insert.

Approvals: Underwriters Laboratories Listed for maximum pipe size 6" (150) . Conforms to Federal Specification WW-H-171E &

A-A-1192A, Type 19 and Manufacturers Standardization Society

ANSI/MSS SP-69 & SP-58, Type 18.

Weight: Approx. Wt./100 - 46 Lbs. (20.8kg)

Finish: Electro-Galvanized.

Order By: Part number and finish.

(Order N2500 nuts separately).

Design Load: Loading based on a straight pull of 600 Lbs. (2.67kN) .

Note: Before installation ensure that concrete is sufficient to carry the load.

N2500 - Steel Insert Nut (TOLCO Fig. 310N)

Size Range: 1 / 4 "-20 through 7 / 8 "-9.

Material: Steel

Function: Designed for use with B2500 spot insert.

Finish: Plain or Electro-Galvanized.

Order By: Part number and size.

1 1 /

4

"

(31.7)

2"

(50.8)


3 1 /

4

"

(82.5)

1 9 /

16

"

(39.7)

1 1 /

2

"

(38.1)

Hanger Rod and Nut

Not Included

Material Thickness

12 Gauge (2.6)

1 1 /

4

"

(31.7)

5 /

16

"

(7.9)

A

Part No.

N25001 / 4

N25003 / 8

N25001 /

2

N25005 / 8

N25003 / 4

N25007 / 8

Tap Size

A

1 / 4 "-20

3 / 8 "-16

1 /

2

"-13

5 / 8 "-11

3 / 4 "-10

7 / 8 "-9

11

11

10

Lbs.

Approx. Wt./100

(kg)

14

13

12

(6.3)

(5.9)

(5.4)

(5.0)

(5.0)

(4.5)



196


B3014 - Malleable Iron Insert (TOLCO Fig. 309)

Material: Malleable Iron


8

"-16 to

7 /

8


How to Install: Attach concrete insert to forms and install reinforcing rods as required. After forms are dismantled, the B3014N nut can be installed and the rod fastened to the nut. The rod should touch the inside top of the insert.

Approvals: Underwriters Laboratories Listed when used with

B3014N Insert Nut. Conforms to Federal Specification WW-H-171E &

A-A-1192A, Type 18 and Manufacturers Standardization Society



Finish: Plain or Electro-Galvanized.


(Order B3014N nuts separately).

Design Load: Design Loads based on B3014N malleable iron insert nut below.

Note: Before installation ensure that concrete is sufficient to carry the load.

2 1 /

4

"

(57.1)

13 /

16

"

(20.6)

2"

(50.8)

3 3 /

8

"

(85.7)

3 1 /

4

"

(82.5)

Horizontal Adjustment:

For 3 /

8

"-16, 1 /

2

"-13, 5 /

8

"-11 rods - Adjustment is 1 3 /

4

" (44.4)

For 3 /

4

"-10, 7 /

8

"-9 rods - Adjustment is 1 3 /

16

" (30.2)

B3014N - Malleable Iron Insert Nut (TOLCO Fig. 309N)

Size Range: 3 / 8 "-20 through 7 / 8 "-9.

Material: Malleable Iron

Standard Finish: Plain or Electro-Galvanized

Service: Designed for use with the B3014 malleable iron insert shown above.

Ordering: Part number and finish.

1 7 /

8

"

(47.6)

1 1 /

4

"

(31.7)

1 /

2

"

(12.7)

For 3 /

8

"-16 thru

5 /

8

"-11 Tap Sizes 'A'

1 7 /

8

"

(47.6)

1 /

2

"

(12.7)

For 3 /

4

"-10 &

7 /

8

"-9 Tap Size 'A'

1 5 /

8

"

(41.3)

Part No.

B3014N3 / 8

B3014N1 / 2

B3014N5 / 8

B3014N3 / 4

B3014N7 / 8

Tap Size

'A'

3 / 8 "-16

1 / 2 "-13

5 / 8 "-11

3 / 4 "-10

7 / 8 "-9

UL Max.

Pipe Size

4”

8”

10”

10”

10”

* When used with B3014 Malleable Iron Insert.

Design Load*

Lbs.

(kN)

730

1350

1400

1400

1400

(3.25)

(6.00)

(6.23)

(6.23)

(6.23)

Approx. Wt./100

Lbs.

(kg)

22

22

20

29

29

(10.0)

(10.0)

(9.1)

(13.1)

(13.1)


197



B2505 thru B2508 - Spot Insert

Material: Steel (Stainless steel available on B2505 only)

Standard Finish: Plain or Pre-Galvanized


4

"-20 to

7 /

8


How to Install: Attach concrete insert to forms and install reinforcing rods as required. After forms are dismantled, the channel nut can be installed and the rod fastened to the nut. The rod should touch the inside top of the insert.

Approvals: Underwriters Laboratories Listed. Conforms to

Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58,

Type 18.

Order By: Part number and finish. When supporting

10" (254mm) pipe, order B2505 Insert with 5 /

8

"-11 channel nuts.

Note: For appropriate channel nut selection, see page 16. Before installation ensure that concrete is sufficient to carry the load.

2 5 /

8

"

(66.7)

End Caps

Channel

Size

5 1 /

16

"

(128.6)

Styrofoam Filled

Part No.

B2505

B2506

B2507

B2508

Channel

Size

B22

B32

B42

B52

End Cap

Part No.

B3322

B3332

B3342

B3352

Design Load

Lbs.

(kN)

1200

1000

1000

1000

(5.34)

(4.45)

(4.45)

(4.45)

Max. Pipe Size Approx. Wt./100 in.

(mm) Lbs.

(kg)

10"

8"

8"

8"

(250)

(200)

(200)

(200)

96

88

77

69

(43.5)

(39.9)

(34.9)

(31.3)



198


B2503 - Heavy Duty Spot Insert

Material: Steel

Standard Finish: Electro-Galvanized

Function: Designed to be embedded in concrete where heavy loads are required in curtain wall applications. Styrofoam end caps prevent concrete seepage into the channel.

How to Install: Attach concrete insert to forms and install reinforcing rods as required. After forms are dismantled, the channel nut can be installed and the rod fastened to the nut. The rod should touch the inside top of the insert.

Approvals: Conforms to Manufacturers Standardization Society


Design Load: 5000 Lbs. (22.2kN

).

Loading based on two N225 channel nuts spaced 3” (76.2mm) on center and a minimum of 2” (50.8mm) from the end of the insert.


Order By: Part number and finish. Channel nuts are sold separately, see page 16 for appropriate selection.

5 /

32

" (4.0)

Dia. Nail Holes

2"

(50.8)

12"

(304.8)

8"

(203.2)

Styrofoam

End Caps

5 1 /

2

”

(139.7)

1 5 /

8

”

(41.3)

1 5 /

8

”

(41.3)


199


B22I - Continuous Concrete Insert

Material: Steel

Standard Finish: Plain, Pre-Galvanized, or Hot-Dip Galvanized

Function: Concrete insert should be secured to forms on

16” (406.4mm) to 24” (609.6mm) intervals.

How to Install: Attach concrete insert to forms and install reinforcing rods as required. After forms are dismantled, the channel nut can be installed and the rod fastened to the nut.

The rod should touch the inside top of the insert.

Approvals: Conforms to Manufacturers Standardization

Society ANSI/MSS SP-69 & SP-58, Type 18.


) per foot for B22-I-12 thru

B22-I-240 in 3000 psi concrete. Loads concentrated within the last 2” (50.8mm) of inserts 8” (203.2mm) and longer should not exceed 1000 Lbs. (4.45kN) .


To order inserts without styrofoam and end caps add insert only to the part number.

Part No.

B22-I-3

B22-I-4

B22-I-6

B22-I-8

Part No.

B22-I-12

B22-I-16

B22-I-20

B22-I-24

B22-I-32

B22-I-36

B22-I-40

B22-I-48

B22-I-60

B22-I-72

B22-I-84

B22-I-96

B22-I-108

B22-I-120

B22-I-144

B22-I-168

B22-I-192

B22-I-216

B22-I-240


2 5 /

8

”

(66.7)

1 5 /

8

”

(41.3)

3 1 /

8

”

(79.4)

1 5 /

8

”

(41.3)

B3322

End Cap

1 5 /

8

”

(41.3)

Styrofoam

Filler

B22-I-3 thru B22-I-8

4”

(101.6)

1 1 /

2

”

(38.1)

3 /

4

”

(19.0)

.188”

(4.8)

Knockouts for Nailing Inserts

To Forms

11 /

16

”

(17.4)

1 5 /

8

”

(41.3)

B22-I-12 thru B22-I-240 in.

3”

4”

6”

8” in.

108”

120”

144”

168”

60”

72”

84”

96”

32”

36”

40”

48”

12”

16”

20”

24”

192”

216”

240”

Length

(mm)

(76)

(101)

(152)

(203)

Length

(mm)

(1524)

(1829)

(2133)

(2438)

(2743)

(3048)

(3657)

(4267)

(305)

(406)

(508)

(609)

(813)

(914)

(1016)

(1219)

(4877)

(5486)

(6096)

Approx. Wt./100

Lbs.

(kg)

72

88

120

152

(32.6)

(39.9)

(54.4)

(68.9)

Approx. Wt./100

Lbs.

(kg)

1018

1218

1417

1616

1816

2016

2416

2816

553

620

686

820

224

289

353

420

3216

3616

4016

(461.7)

(552.5)

(642.7)

(733.0)

(823.7)

(914.4)

(1095.9)

(1277.3)

(101.6)

(131.1)

(160.1)

(190.5)

(250.8)

(281.2)

(311.1)

(371.9)

(1458.7)

(1640.2)

(1821.6)

Lbs.

Design Load

(kN)

500

800

1000

1200

(2.22)

(3.56)

(4.45)

(5.34)

Material:

12 Gauge (2.6)

Styrofoam

Filler

B205

End Cap



200



Material: Steel






Approvals:


Design Load: (8.89kN




Part No.

B32-I-3

B32-I-4

B32-I-6

B32-I-8

Conforms to Manufacturers Standardization

2000 Lbs.

Part No.

B32-I-12

B32-I-16

B32-I-20

B32-I-24

B32-I-32

B32-I-36

B32-I-40

B32-I-48

B32-I-60

B32-I-72

B32-I-84

B32-I-96

B32-I-108

B32-I-120

B32-I-144

B32-I-168

B32-I-192

B32-I-216

B32-I-240


2 7 /

8

”

(73.0)

2 5 /

8

”

(66.7)

1 5 /

8

”

(41.3)

B3332

End Cap

1 3 /

8

”

(34.9)

Styrofoam

Filler

B32-I-3 thru B32-I-8

4”

(101.6)

1 1 /

2

”

(38.1)

11 /

16

”

(17.4)

3 /

4

”

(19.0)

.188”

(4.8)


To Forms

1 5 /

8

”

(41.3)

1 3 /

8

”

(34.9)

B32-I-12 thru B32-I-240 in.

3”

4”

6”

8”

Length

(mm)

(76)

(101)

(152)

(203) in.

96”

108”

120”

144”

48”

60”

72”

84”

168”

192”

216”

240”

12”

16”

20”

24”

32”

36”

40”

Length

(mm)

(1219)

(1524)

(1829)

(2133)

(2438)

(2743)

(3048)

(3657)

(305)

(406)

(508)

(609)

(813)

(914)

(1016)

(4267)

(4877)

(5486)

(6096)

Lbs.

Approx. Wt./100

(kg)

65

80

108

137

(29.5)

(36.3)

(49.0)

(62.1)

Approx. Wt./100

Lbs.

(kg)

736

915

1095

1274

1453

1633

1813

2173

2533

2893

3253

3613

202

262

316

376

496

556

616

(333.8)

(415.0)

(496.7)

(577.9)

(659.0)

(740.7)

(822.3)

(985.6)

(91.6)

(118.8)

(143.3)

(170.5)

(225.0)

(252.2)

(279.4)

(1148.9)

(1312.2)

(1475.5)

(1638.8)

Lbs.

Design Load

(kN)

500

800

1000

1200

(2.22)

(3.56)

(4.45)

(5.34)

Material:

12 Gauge (2.6)

B206

End Cap

Styrofoam

Filler


201



Material: Steel






Approvals: Conforms to Manufacturers Standardization







Part No.

B52-I-3

B52-I-4

B52-I-6

B52-I-8

Part No.

B52-I-12

B52-I-16

B52-I-20

B52-I-24

B52-I-32

B52-I-36

B52-I-40

B52-I-48

B52-I-60

B52-I-72

B52-I-84

B52-I-96

B52-I-108

B52-I-120

B52-I-144

B52-I-168

B52-I-192

B52-I-216

B52-I-240

2 5 /

16

”

(58.7)


2 9 /

16

”

(65.1)

1 5 /

8

”

(41.3)

B3352

End Cap

13 /

16

”

(20.6)

Styrofoam

Filler

B52-I-3 thru B52-I-8

13 /

16

”

(20.6)

4”

(101.6)

1 1 /

2

”

(38.1)

11 /

16

”

(17.4)

3 /

4

”

(19.0)

.188”

(4.8)


To Forms

B52-I-12 thru B52-I-240

1 5 /

8

”

(41.3) in.

3”

4”

6”

8” in.

108”

120”

144”

168”

60”

72”

84”

96”

32”

36”

40”

48”

12”

16”

20”

24”

192”

216”

240”

Length

(mm)

(76)

(101)

(152)

(203)

Length

(mm)

(1219)

(1524)

(1829)

(2133)

(2438)

(2743)

(3048)

(3657)

(305)

(406)

(508)

(609)

(813)

(914)

(1016)

(4267)

(4877)

(5486)

(6096)

Approx. Wt./100

Lbs.

(kg)

53

63

85

106

(24.0)

(28.6)

(38.5)

(48.1)

Approx. Wt./100

Lbs.

(kg)

692

829

965

1107

1237

1374

1648

1922

373

419

464

556

157

202

237

282

2196

2470

2744

(252.2)

(313.9)

(376.0)

(437.7)

(502.1)

(561.1)

(623.2)

(747.5)

(71.2)

(91.6)

(107.5)

(127.9)

(169.2)

(190.0)

(210.4)

(871.8)

(996.1)

(1120.4)

(1244.6)

Lbs.

Design Load

(kN)

400

500

750

1000

(1.78)

(2.22)

(3.33)

(4.45)

Material:

12 Gauge (2.6)

Styrofoam

Filler

B220

End Cap



202


BD40 - Pipe Sleeve Fastener

Material: Steel

Function: Designed to attach pipe sleeves to wall or floor forms before concrete pours.

Standard Finish: Zinc Phosphate


Part No.

BD40

Sleeve Diameter

All Diameters

2" (50.8mm) to 6" (152.4mm)

Wall Thickness

5 / 16 " (7.9mm) and under

Schedule 40 Pipe

Approx. Wt./100

Lbs.

(kg)

1.5

(.68)

BE-5-8 and BE-9-12 - Pipe Sleeve Fastener

Material: Steel

Function: Designed to attach pipe sleeves to wall or floor forms before concrete pours.

Standard Finish: Zinc Phosphate


Part No.

BE-5-8

BE-9-12 in.

Sleeve Diameter

(mm)

6"

8" to 10"

9" to 14"

(152.4)

(203.2 to 254.0)

(228.6 to 355.6)

Wall Thickness

Schedule 80 Pipe

Schedule 40 Pipe

Schedule 80 Pipe

Approx. Wt./100

Lbs.

(kg)

3.5

(1.6)

4.0

(1.8)


203





204

Concrete Inserts

Materials

Finishes

Approvals

Fig. 109A - Concrete Deck Insert - Hanger Application

Component of State of

California OSHPD Approved

Seismic Restraints System

Fig. 109A - Concrete Deck Insert - Brace Application