chalmerscs.com · Planning, Development & Facilities 349 Magnolia Avenue Glendale, California 91204 Tel: 818.507.0201 Fax: 818.507.4911 Project N ame: Jefferson ES-12 Classroom Bldg

Planning, Development & Facilities 349 Magnolia Avenue

Glendale, California 91204 Tel: 818.507.0201 Fax: 818.507.4911

Project Name: Jefferson ES-12 Classroom BldgDSA No:

District PO No: District Contract No: 113-15/16

TRANSMITTAL

To: Tony Barrios

From: Chalmers Construction Services Inc.

TR No.

Date:

We are Send ing You: V ia : These a re Transmi t ted as Checked Be low:

Subm i t t a l s eM a i l F o r App r ov a l No E x c ep t i on s T ak en

P r i n t s M a i l F o r You r U s e M ake Co r r e c t i on s N o t ed

T r a c i ng s M es s enge r A s R eques t ed R ev i s e and R e subm i t

S p ec i f i c a t i on s Hand Fo r R ev i ew & C ommen t R e j e c t ed

S amp l e s Sp ec i a l D e l i v e r y U se / D i s t r i b u t i on O t he r

Cop y o f L e t t e r F a x F o r You r I n f o r ma t i on

Change O rd e r

O t he r

Copies Date Doc. No.

Description

Remarks:

Issued By: Ara Baghdasarians

Copies To:

A#:03-114361 , File#:19-41

023

04/18/16

1 04/18/16 Submittal #23 ( 220529 )

NO EXCEPTION TAKEN REJECTED NOTE MARKINGS REVISE AND RESUBMIT

Review is for general conformance with the design concept and Contract Documents. If any deviations from the Contract Documents are included herein, such deviations shall be presumed by the Contractor as not having been reviewed, except where specific attention is called to the change as a deviation. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications. The Contractor is responsible for details and accuracy; confirming and correlating all quantities and dimensions; fabrication processes and techniques of construction; coordination of this work with that of all other trades and the satisfactory performance of this work.

…. By Teagan Castellon May 03, 2016

H. L. Moe Co., Inc. MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MEO-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE

5 2 6 C o m m e r c i a l S t . • G l e n d a l e , C A . 9 1 2 0 3 • 8 1 8 . 5 7 2 . 2 1 0 0 • F A X 8 1 8 . 5 7 2 . 2 1 7 0

C a l i f o r n i a S t a t e L i c e n s e N o . 2 5 4 6 7 8 – S i n c e 1 9 2 7

SSSuuubbbmmmiiittttttaaalll PPPaaaccckkkaaagggeee

for

Thomas Jefferson Elementary School Glendale, CA

Division 22 – Plumbing

Submitter:

H. L. Moe Co., Inc.

Date: April 8, 2016

Submittal No: 04 –Hangers & Supports for Plumbing

By: AR

PPPllluuummmbbbiiinnnggg SSSuuubbbmmmiiittttttaaalll

Thomas Jefferson Elementary School

MOE-MOE-MOE-MOE-MOE-MOE-MEO-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MEO-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE-MOE

Page 22 05 29 ◊ Hangers & Supports for Plumbing

Sub. No.: 03 Page 1 of 1

PART 2 PRODUCTS

2.1 HANGERS, SUPPORTS AND ANCHORS

A. Hangers and Supports: 1. Adjustable Band Hanger and Felt Lined: Cooper B Line 3170/3170F, Anvil 69/69F 2. Clevis Hanger: Cooper B Line B3100, Anvil 260 3. Riser Clamp: Cooper B Line3373/3373F, Anvil 261 4. Channel: Cooper B Line B24, Unistrut 5. Pipe Clamps: Cooper B Line B2000, Anvil AS 1200 Series 6. Cushion Clamps: Cooper B Line BVT/BVP, 7. Deck Inserts: Tolco 109, 310/310N, Blue Banger Hanger BBMD, BBRD 8. Thread Rod: Cooper B Line ATR, Anvil 146 9. Wedge Anchors: Thunderstud Wedge Anchor, Simpson Strong Bolt 2 10. Sway Bracing: Cooper B Line 907/909/1000 11. Rooftop Pipe Supports: Cooper B Line Dura Block DB-5

1.1 1.5 1.8 1.10 1.26 1.28 1.30 1.36 1.38 1.42 1.45

John Soler 05/03/2016

B3170 - Adjustable Band Hanger (TOLCO Fig. 2)B3170F - Adjustable Band Hanger Felt Lined (TOLCO Fig. 2F)

Size Range: 21/2” (65mm) thru 8” (200mm) pipe

Material: SteelAvailable in stainless steel

Function: Recommended for the suspension of non-insulated pipe or insulated pipe with B3151 shield.

Approvals: Conforms to Federal SpecificationWW-H-171E & A-A-1192A, Type 10 and ManufacturersStandardization Society ANSI/MSS SP-69 & SP-58,Type 10.

Standard Finish: Pre-Galvanized

Order By: Figure number and finish.

C

D

B

Nominal Rod Size B C DPart No. Pipe Size A in. (mm) in. (mm) in. (mm)

B3170-21/2 21/2" (65) 1/2"-13 4" (101.6) 25/8" (66.7) 19/16" (39.7)

B3170-3 3" (75) 1/2"-13 41/2" (114.3) 31/8" (79.4) 15/8" (41.3)

B3170-31/2 31/2" (90) 1/2"-13 415/16" (125.4) 39/16" (90.5) 113/16" (46.0)

B3170-4 4" (100) 5/8"-11 53/16" (131.8) 35/8" (92.1) 15/8" (41.3)

B3170-5 5" (125) 5/8"-11 525/32" (146.8) 41/8" (104.8) 15/8" (41.3)

B3170-6 6" (150) 3/4"-10 7" (177.8) 51/16" (128.6) 2" (50.8)

B3170-8 8" (200) 3/4"-10 8" (203.2) 65/16" (160.3) 21/2" (63.5)

Max. Rec. Load Approx. Wt./100Part No. lbs. (kN) lbs. (kg)

B3170-21/2 300 (1.33) 29 (13.1)

B3170-3 300 (1.33) 34 (15.4)

B3170-31/2 300 (1.33) 42 (19.0)

B3170-4 475 (2.11) 54 (24.5)

B3170-5 475 (2.11) 97 (44.0)

B3170-6 950 (4.22) 113 (51.2)

B3170-6 950 (4.22) 140 (63.5)

A(Rod Size)

Hanger Rod NotIncludedB

Center of pipe to top ofknurled hanger rod nut.

CRod Take-Out

Center of pipe to bottomof hanger rod.

DTop of pipe to bottom of

hanger rod nut.

B3170B3170F

Pip

e H

angers

Pipe Hangers

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

59

2.1 A - Adjustable Band Hangers

Page 1.1

B3170CT - Adjustable Swivel Hanger for Copper Tubing (TOLCO Fig. 202)B3170CTC - Adjustable Swivel Hanger for Copper Tubing - Plastic CoatedSize Range: 1/2” (15mm) thru 6” (150mm) copper tubing

Material: Steel

Function: Recommended for the suspension ofcopper tubing, allowing for vertical adjustment.(Available with plastic coating to provide additionalseparation between tubing and hanger.)

Approvals: Conforms to Federal SpecificationWW-H-171E & A-A-1192A, Type 10 and ManufacturersStandardization Society ANSI/MSS SP-69 & SP-58,Type 10.

Standard Finish: DURA-COPPER™


C

D

B

Nominal Rod Size B C DPart No. Pipe Size A in. (mm) in. (mm) in. (mm)

B3170CT-1/2 1/2" (15) 3/8"-16 21/16" (52.4) 11/8" (28.6) 31/32" (24.6)

B3170CT-3/4 3/4" (20) 3/8"-16 25/16" (58.7) 15/16" (33.3) 11/32" (26.2)

B3170CT-1 1" (25) 3/8"-16 21/2" (63.5) 19/16" (39.7) 15/32" (29.3)

B3170CT-11/4 11/4" (32) 3/8"-16 21/2" (63.5) 19/16" (39.7) 1" (25.4)

B3170CT-11/2 11/2" (40) 3/8"-16 215/16" (74.6) 2" (50.8) 15/16" (33.3)

B3170CT-2 2" (50) 3/8"-16 31/8" (79.4) 21/8" (54.0) 13/16" (30.2)

B3170CT-21/2 21/2" (65) 1/2"-13 41/16" (103.2) 29/16" (65.1) 13/8" (34.9)

B3170CT-3 3" (75) 1/2"-13 315/16" (100.0) 33/4" (95.2) 11/4" (31.7)

B3170CT-31/2 31/2" (90) 1/2"-13 47/16" (112.7) 31/4" (82.5) 11/2" (38.1)

B3170CT-4 4" (100) 1/2"-13 411/16" (119.1) 39/16" (89.6) 19/16" (39.7)

B3170CT-5 5" (125) 1/2"-13 515/16" (150.8) 45/16" (109.5) 125/32" (45.2)

B3170CT-6 6" (150) 1/2"-13 611/16" (169.9) 53/16" (131.8) 21/8" (54.0)

Max. Rec. Load Approx. Wt./100Part No. lbs. (kN) lbs. (kg)

B3170CT-1/2 180 (0.80) 8 (6.6)

B3170CT-3/4 180 (0.80) 10 (4.5)

B3170CT-1 180 (0.80) 10 (4.5)

B3170CT-11/4 180 (0.80) 12 (5.4)

B3170CT-11/2 180 (0.80) 12 (5.4)

B3170CT-2 180 (0.80) 12 (5.4)

B3170CT-21/2 200 (0.89) 31 (24.0)

B3170CT-3 250 (1.11) 33 (14.9)

B3170CT-31/2 300 (1.33) 39 (17.2)

B3170CT-4 360 (1.60) 40 (18.1)

B3170CT-5 480 (2.13) 95 (43.1)

B3170CT-6 630 (2.80) 118 (53.5)

A(Rod Size)

Hanger Rod NotIncludedB

Center of pipe to top ofknurled hanger rod nut.

CRod Take-Out

Center of pipe to bottomof hanger rod.

DTop of pipe to bottom of

hanger rod nut.

B3170CTCB3170CT

Pip

e H

angers

Pipe Hangers

60


Page 1.2

PH – 14

COPPER TUBING HANGERS

Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Standards

3⁄8"

BCF

▲▲

▲▲

▲

▲ ▲

▲

CL

Size Range:

1

⁄

2

" through 4"

Material:

Carbon steel

Finish:

Copper plated, also available in yellow dichromate.

Service:

Recommended for suspension of non-insulated

stationary

copper tube.

Approvals:

Complies with Federal Specification A-A-1192A (Type 10)

WW-H-171-E (Type 10)

and MSS-SP-69 (Type 10).

Features: •

Threads are countersunk so that they cannot become burred or damaged.

•

Knurled swivel nut provides vertical adjustment after piping is in place.

•

Captured swivel nut will not fall off.

Ordering:

Specify nominal tube size, figure number, name and finish.

Note:

Metric nut available upon request.

Fig. CT-69: Loads (lbs) • Weight (lbs) • Dimensions (in)

Tube Size

Max Load

Weight B C F

1

⁄

2

300

0.10 3 2

3

⁄

16

1

7

⁄

8

3

⁄

4

0 .10 2

13

⁄

16

2 1

9

⁄

16

1 0.10 2

11

⁄

16

1

13

⁄

16

1

1

⁄

4

1

1

⁄

4

0 .10 2

1

⁄

2

1

5

⁄

8 15

⁄

16

1

1

⁄

2

0 .10 2

11

⁄

16

1

13

⁄

16

1

2 0.11 3

7

⁄

16

2

1

⁄

2

1

1

⁄

2

2

1

⁄

2

5250.25 3

13

⁄

16

2

15

⁄

16

1

11

⁄

16

3 0.27 4

1

⁄

4

3

3

⁄

8

1

7

⁄

8

4 650 0.48 4

3

⁄

8

3

1

⁄

2

1

1

⁄

2

Note: Reflects changes in rod diameter from previously published data per recent revisions in MSS-SP-58 & 69

B

CF

CL

F

3⁄8"

1

1

⁄

2

" through 4" Pipe

1

⁄

2

" through 1

1

⁄

4

" Pipe

Page 1.3

2.1 A - Adjustable Band Hangers

PH-11.11

PROJECT INFORMATION APPROVAL STAMPProject: q Approved

Address: q Approved as noted

Contractor: q Not approved

Engineer: Remarks:

Submittal Date:

Notes 1:

Notes 2:

COPPER TUBING HANGERS

A

B

C

F

CL

G

B

CF

A

CL

G

1/2" & 3/4" tube1/2" through 1" Felted Ring

1" through 6" tube11/4" through 6" Felted Ring

Fig. 69F Adjustable Swivel Ring, Felt Lined

Size Range: 1⁄2" through 6" copper tubeMaterial: Carbon steel and felt with adhesive backingFinish: GalvanizedService: Recommended for suspension of non-insulated stationary copper tubing.Maximum Temperature: 120° FApprovals: Complies with Federal Specification A-A-1192A (Type 10), WW-H-171-E (Type 10),ANSI/MSS SP-69 and MSS SP-58 (Type 10).Features:

• The layer of felt separates the copper tubing from the steel ring for electrolytic resistance and also minimizes noise and vibration.• Threads are countersunk so they cannot become burred or damaged.• Knurled swivel nut provides vertical adjustment after tubing is in place.• The captured nut is permanent in the bottom portion of band, allowing the hanger to be opened during installation if desired, but not allowing the nut to fall out.

Ordering: Specify felt ring size, figure number and name.

Fig. 69F: LOAdS (LbS) • WeighT (LbS) • diMenSiOnS (in)

Tube Size FeltedRing Size Max Load Rod Size A B C F G

Width Weight

1⁄2 1⁄2 - 1

3003⁄8

23⁄4 17⁄8 13⁄8

5/8

0.103⁄4 25⁄8 111⁄16 11⁄8 0.101 11⁄4 27⁄16 19⁄16 113⁄16 0.10

11⁄4 21⁄2 15⁄8 13⁄16 0.10 11⁄2 11⁄2 25⁄8 13⁄4 3⁄4 0.102 2 31⁄8 21⁄4 1 0.10

21⁄2 21⁄2 525 37⁄8 25⁄8 113⁄16

3/4

0.203 3 33⁄4 27⁄8 0.204 4 650 45⁄8 33⁄4 19⁄16 0.305 5 1,000 1⁄2 51⁄4 45⁄16 15⁄8 0.546 6 611⁄16 59⁄16 23⁄8 0.65

FeLT Lined Ring: iPS Sizing • diMenSiOnS (in)

Pipe Size Felted Ring Size1⁄2 1⁄2 - 13⁄4 11⁄41 11⁄4

11⁄4 211⁄2 22 21⁄2

21⁄2 33 44 55 6

Page 1.4

Pip

e H

angers

Pipe Hangers


49

E Adjustment F Design Load Approx. Wt./100Part No. in. (mm) in. (mm) Lbs. (kN) Lbs. (kg)

B3100-1/2 21/2" (63.5) 7/16" (11.1) 730 (3.25) 25 (11.3)

B3100-3/4 21/2" (63.5) 1/2" (12.7) 730 (3.25) 29 (13.1)

B3100-1 21/2" (63.5) 5/8" (15.9) 730 (3.25) 35 (15.9)

B3100-11/4 21/2" (63.5) 7/8" (22.2) 730 (3.25) 40 (18.1)

B3100-11/2 21/2" (63.5) 13/16" (30.2) 730 (3.25) 42 (19.0)

B3100-2 * 21/2" (63.5) 15/8" (41.3) 730 (3.25) 52 (23.6)

B3100-21/2 * 21/2" (63.5) 2" (50.8) 1350 (6.00) 90 (40.8)

B3100-3 * 21/2" (63.5) 2" (50.8) 1350 (6.00) 110 (49.9)

B3100-31/2 21/2" (63.5) 2" (50.8) 1350 (6.00) 142 (64.4)

B3100-4 * 21/2" (63.5) 2" (50.8) 1430 (6.36) 132 (59.9)

B3100-5 * 21/2" (63.5) 2" (50.8) 1430 (6.36) 215 (97.5)

B3100-6 * 3" (76.2) 2" (50.8) 1940 (8.63) 320 (145.1)

B3100-8 31/2" (88.9) 25/16" (58.7) 2000 (8.89) 485 (220.0)

B3100-10 31/2" (88.9) 25/16" (58.7) 3600 (16.01) 846 (383.7)

B3100-12 31/2" (88.9) 25/8" (66.7) 3800 (16.90) 1083 (491.2)

B3100-14 4" (101.6) 27/8" (73.0) 4200 (18.68) 1432 (649.5)

B3100-16 4" (101.6) 211/16" (68.3) 4600 (20.46) 2200 (997.9)

B3100-18 41/2" (114.3) 315/16" (100.0) 4800 (21.35) 2500 (1134.0)

B3100-20 5" (127.0) 53/8" (136.5) 4800 (21.35) 4400 (1995.8)

B3100-24 5" (127.0) 53/8" (136.5) 4800 (21.35) 5000 (2268.0)

B3100-30 5" (127.0) 61/4" (158.7) 6000 (26.69) 6600 (2993.7)

B3100-36 5" (127.0 57/16" (138.1) 6000 (26.69) 8474 (3843.8)

Size Range: 1/2” (15mm) to 36” (900mm)

Material: Steel

Function: Recommended for the suspension of non-insulated pipe or insulated pipe with a B3151 shield.

Note: When an oversized clevis is used, a pipe spacer should be placed over the cross bolt to assure that thelower U-strap will not move in on the bolt. When attaching seismic bracing to the clevis hangers, a B3100PS(cross bolt spacer) must be installed. See Seismic Restraints Approval Guidelines.Order pipe sleeves Fig. 1CBS-(pipe size) separately.

Approvals: Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) for sizes 1/2" (15) thru 12" (300).Factory Mutual Engineering Approved (FM) for 3/4” (20mm) thru 8” (200mm) pipe. Conforms to Federal SpecificationWW-H-171E & A-A-1192A, Type 1 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 1.Also available to accommodate rod schedule per per National Fire Protection Association (NFPA) Pamphlet 13.

Maximum Temperature: 650°F (343°C).

Standard Finish: Plain, Electro-Galvanized, DURA-GREEN™, or Hot-Dip Galvanizedalso available in Stainless Steel


For AWWA - Ductile Iron Clevis Hangers, see B3102, page 50.

** Note: Do not use the dimensions shown in the B3100 chart for NFPA hanger sizes.Contact Cooper B-Line for NFPA rod sizing on 1/2” (15mm) thru 12” (300mm) pipe.Part numbers will be 1NFPA-pipe size.

Fig. B3100 - Standard Clevis Hanger (TOLCO Fig.1)

*SLIDE-RITE™ Clevis Hanger design, as shown above, for sizes 2, 21/2, 3, 4, 5 & 6.

2.1 A - Clevis Hangers

Page 1.5

E Adjustment F Design Load Approx. Wt./100Part No. in. (mm) in. (mm) Lbs. (kN) Lbs. (kg)

B3100-1/2 21/2" (63.5) 7/16" (11.1) 730 (3.25) 25 (11.3)

B3100-3/4 21/2" (63.5) 1/2" (12.7) 730 (3.25) 29 (13.1)

B3100-1 21/2" (63.5) 5/8" (15.9) 730 (3.25) 35 (15.9)

B3100-11/4 21/2" (63.5) 7/8" (22.2) 730 (3.25) 40 (18.1)

B3100-11/2 21/2" (63.5) 13/16" (30.2) 730 (3.25) 42 (19.0)

B3100-2 21/2" (63.5) 15/8" (41.3) 730 (3.25) 52 (23.6)

B3100-21/2 21/2" (63.5) 2" (50.8) 1350 (6.00) 90 (40.8)

B3100-3 21/2" (63.5) 2" (50.8) 1350 (6.00) 110 (49.9)

B3100-31/2 21/2" (63.5) 2" (50.8) 1350 (6.00) 142 (64.4)

B3100-4 21/2" (63.5) 2" (50.8) 1430 (6.36) 132 (59.9)

B3100-5 21/2" (63.5) 2" (50.8) 1430 (6.36) 215 (97.5)

B3100-6 3" (76.2) 2" (50.8) 1940 (8.63) 320 (145.1)

B3100-8 31/2" (88.9) 25/16" (58.7) 2000 (8.89) 485 (220.0)

Size Range: 1/2” (15mm) to 8” (200mm) pipe

Material: Steel

Insulation Material: 3/16” (4.8mm) Felt

Service: The B3100F is designed for the suspension ofcopper tube so as to prevent electrolysis between tubingand hanger. The B3100C is designed for steel or otherpipe types of the same O.D. Both B3100F and B3100Cact to reduce noise and vibration in pipe or tubingsystems.

Approvals: Underwriter's Laboratories Listed in the USA(UL) and Canada (cUL).

Maximum Temperature: 650°F (343°C).

Standard Finish: Plain, Electro-Galvanized, or Hot-DipGalvanized. Contact Cooper B-Line for alternative finishesand materials.


Fig. B3100C - Standard Clevis Hanger - Plastic Coated (TOLCO Fig.1PVC)Fig. B3100F - Standard Clevis Hanger - Felt Lined (TOLCO Fig.1F)

Pipe Size Rod Size B C DPart No. in. (mm) A in. (mm) in. (mm) in. (mm)

B3100-1/2 1/2" (15) 3/8"-16 21/8" (54.0) 111/16" (42.9) 15/16" (23.8)

B3100-3/4 3/4" (20) 3/8"-16 27/16" (61.9) 17/8" (47.6) 11/8" (28.6)

B3100-1 1" (25) 3/8"-16 213/16" (71.4) 21/8" (54.0) 13/8" (34.9)

B3100-11/4 11/4" (32) 3/8"-16 37/16" (87.3) 29/16" (65.1) 113/16" (46.0)

B3100-11/2 11/2" (40) 3/8"-16 4" (101.6)` 3" (76.2) 21/4" (57.1)

B3100-2 2" (50) 3/8"-16 41/2" (114.3) 31/4" (82.5) 21/2" (63.5)

B3100-21/2 21/2" (65) 1/2"-13 59/16" (141.3) 4" (101.6) 31/16" (77.8)

B3100-3 3" (80) 1/2"-13 63/4" (171.4) 47/8" (123.8) 315/16" (100.0)

B3100-31/2 31/2" (90) 1/2"-13 7" (177.8) 5" (127.0) 41/16" (103.2)

B3100-4 4" (100) 5/8"-11 713/16" (198.4) 51/2" (139.7) 43/8" (111.1)

B3100-5 5" (125) 5/8"-11 91/16" (230.2) 61/8" (155.6) 5" (127.0)

B3100-6 6" (150) 3/4"-10 107/16" (265.1) 615/16" (176.2) 511/16" (144.5)

B3100-8 8" (200) 3/4"-10 123/4" (323.8) 83/8" (212.7) 71/8" (181.0)

B

D

C

E

A(Rod Size)

Hanger Rod NotIncluded

BBottom of pipe to top of hanger.

CCenter of pipe to top of hanger.

DRod Take-Out

Center of pipe to bottom ofhanger rod.

EMinimum thread length of

hanger rodF

AdjustmentTop of cross bolt to bottom of hanger

rod nut inside the hanger.

B3100C

B3100F

Pip

e H

angers

Pipe Hangers

52


Page 1.6

PH-11.11




Engineer: Remarks:

Submittal Date:

Notes 1:

Notes 2:

CLEVIS HANGERS

Fig. 260 Adjustable Clevis Hanger

Size Range: 1⁄2" through 30"Material: Carbon steelFinish: q Plain, q Galvanized, or q Primed, also available in q Plastic or q Epoxy CoatedService: Recommended for the suspension of stationary pipe lines.Maximum Temperature: Plain 650° F, Galvanized and Epoxy 450° FApprovals: Complies with Federal Specification A-A-1192A (Type 1), WW-H-171-E (Type 1), ANSI/MSS SP-69 andMSS SP-58 (Type 1). UL (Sizes 3/4" through 8"), ULC Listed (Sizes 3/4" through 4") and FM Approved (Sizes 3⁄4" through 8").Installation: Hanger load nut above clevis must be tightened securely to assure proper hanger performance.Adjustment: Vertical adjustment without removing pipe may be made from 3⁄8" through 5 1⁄8", varying with thesize of clevis. Tighten upper nut after adjustment.Features:

• Design has yoke on outside of lower U-strap so yoke cannot slide toward center of bolt, thus bending of bolt is minimized.• Sizes 5" and up have rod and two nuts instead of bolt and nut; thread length on clevis rod is such that the thread locks the nuts in place, and threads are not in shear plane.

Ordering: Specify pipe size, figure number, name and finish.Notes: Punched forming holes may be present on certain sizes of this clevis hanger. These holes are solely for the purpose of manufacturing, and do not effect the structural integrity or load carrying capacities of these hangers. For insulated line options without shields, see Figures 260 ISS and Figure 300. For insulated line options with shields, see Figures 167 and 168. For ductile iron pipe sizes, see Figure 590.Caution: When an oversize clevis is used, a pipe spacer or multispacer should be placed over clevis bolt to ensure that the lower U-strap will not move in on the bolt.

FIg. 260: LOAdS (LbS) • WeIghTS (LbS) • dIMeNSIONS (IN)

Pipe Size

Max Load

Span Ft. Weight Rod

Size A B C Rod Take Out E

Adjust. F G H Width

Lower1⁄2

6107*

0.34

3⁄8

23⁄16211⁄16

11⁄2

5⁄81⁄4

1

3⁄4 0.34 2 15⁄16

1

730

0.35 25⁄16 3 15⁄811⁄4 0.40 23⁄8 31⁄4 111⁄16

11⁄2 9* 0.45 213⁄16 313⁄16 21⁄8 7⁄82 10* 0.50 35⁄16 41⁄2 25⁄8 11⁄8

21⁄21,350

11* 0.651⁄2

41⁄16 51⁄2 33⁄16 15⁄16

3⁄83 12* 0.85 43⁄4 61⁄2 41⁄16 15⁄831⁄2 13* 1.10 51⁄16 71⁄16 43⁄16 113⁄16

11/44

1,43014* 1.51 5⁄8

59⁄16 713⁄16 41⁄2 111⁄16 3⁄85 16* 1.70 69⁄16 815⁄16 51⁄2 115⁄16 13/16

6 1,940 17* 3.10 3⁄4615⁄16 101⁄4 53⁄4 111⁄16 1⁄2 17/16

8 2,000 19* 4.75 83⁄8 1211⁄16 73⁄16 210 3,600 22* 8.60 7⁄8

97⁄8 151⁄4 87⁄16 21⁄8 5⁄813/4

12 3,800 23* 11.20 119⁄16 1715⁄16 101⁄8 213⁄162

14 4,200 25* 12.501

129⁄16 199⁄16 1011⁄16 211⁄163⁄4

16 4,600 27 19.85 14 22 12 23⁄41 21/2

18 4,800 28 22.25 1515⁄16 2415⁄16 1315⁄16 313⁄16

20 4,800 30 40.3311⁄4

179⁄16 279⁄16 153⁄1637⁄8

11⁄4 324 4,800 32 49.83 1913⁄16 3113⁄16 175⁄16

30 6,000 33 70.18 243⁄16 393⁄16 219⁄16 51⁄8

“Span” represents the maximum recommended distance between hangers on a continuous and straight run of horizontal standard weight steel pipe filled with water. In all cases, verify that chosen location of hangers does not subject hangers to a load greater than the maximum recommended load shown above. *Indicates that span represents the maximum span for water filled pipe as given in Table 1 of page 225.

A

C

BG

E

F

CL

H

A

CB

G

E

F

CL

H

Pipe Size 1/2" to 3/4"

Pipe Sizes 1" and Larger

2.1 A - Clevis Hangers

Page 1.7

Fig. B3373 - Standard Riser Clamp (TOLCO Fig. 6)Fig. B3373F - Felt Lined Standard Riser Clamp (TOLCO Fig. 6F)Fig. B3373C - PVC Coated Standard Riser Clamp (TOLCO Fig. 6PVC)

Bolts and Nuts Included

Bolt Size

L

Pipe Size L Design Load Approx. Wt./100Part No. in. (mm) in. (mm) Bolt Size Lbs. (kN) Lbs. (kg)

B3373-1/2 1/2" (15) 9" (228.6) 3/8"-16 x 11/4" 255 (1.13) 101 (45.9)

B3373-3/4 3/4" (20) 91/4" (234.9) 3/8"-16 x 11/4" 255 (1.13) 105 (47.7)

B3373-1 1" (25) 99/16" (242.9) 3/8"-16 x 11/4" 255 (1.13) 109 (49.4)

B3373-11/4 11/4" (32) 10" (254.0) 3/8"-16 x 11/4" 255 (1.13) 112 (50.9)

B3373-11/2 11/2" (40) 101/4" (260.3) 3/8"-16 x 11/2" 255 (1.13) 113 (51.1)

B3373-2 2" (50) 103/4" (273.0) 3/8"-16 x 11/2" 255 (1.13) 165 (75.0)

B3373-21/2 21/2" (65) 111/4" (285.7) 3/8"-16 x 11/2" 390 (1.73) 180 (81.6)

B3373-3 3" (80) 1115/16" (303.2) 3/8"-16 x 11/2" 530 (2.35) 195 (88.4)

B3373-31/2 31/2" (90) 123/8" (314.3) 1/2"-13 x 13/4" 670 (2.98) 217 (98.5)

B3373-4 4" (100) 127/8" (327.0) 1/2"-13 x 13/4" 810 (3.60) 228 (103.5)

B3373-5 5" (125) 14" (355.6) 1/2"-13 x 13/4" 1160 (5.16) 480 (217.7)

B3373-6 6" (150) 153/16" (385.8) 1/2"-13 x 2" 1570 (6.98) 526 (238.6)

B3373-8 8" (200) 173/4" (450.8) 5/8"-11 x 21/2" 2500 (11.12) 957 (434.1)

B3373-10 10" (250) 197/16" (493.7) 5/8"-11 x 21/2" 2500 (11.12) 1101 (499.4)

B3373-12 12" (300) 2111/16" (550.9) 5/8"-11 x 3" 2700 (12.01) 1622 (735.7)

B3373-14 14" (350) 239/16" (598.5) 5/8"-11 x 3" 2700 (12.01) 1732 (785.6)

B3373-16 16" (400) 263/8" (669.9) 3/4"-10 x 31/4" 2900 (12.90) 2959 (1342.2)

B3373-18 18" (450) 287/8" (733.4) 3/4"-10 x 31/4" 2900 (12.90) 3235 (1467.4)

B3373-20 20" (500) 307/8" (784.2) 3/4"-10 x 31/2" 2900 (12.90) 3568 (1618.4)

B3373-24 24" (600) 347/8" (885.8) 3/4"-10 x 31/2" 2900 (12.90) 4064 (1843.3)

B3373-30 30" (750) 403/4" (1035.0) 7/8"-9 x 31/2" 2900 (12.90) 6016 (2728.8)

B3373C

Pip

e C

lam

ps

Pipe Clamps


75

Design Load

B3373F

Size Range: (B3373) 1/2" (15mm) thru 30" (760mm) pipe(B3373F) 1/2" (15mm) thru 21/2" (65mm) copper tubing(B3373C) 1/2" (15mm) thru 6" (150mm) pipe

Material: Steel

Insulation Material: (Fig. 6F) 3/16" (4.8mm) felt.

Function: Used for supporting vertical piping.

Approvals: Underwriters Laboratories Listed in the USA (UL), Canada (cUL)3/4" (20mm) - 8" (200mm). Factory Mutual Engineering Approved, 3/4" (20mm) thru 8"(200mm). Conforms to Federal Specification WW-H-171E & A-A-1192A, Type 8,and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 8.

Maximum Temperature: 650°F (343°C)

Finish: Plain. Contact Cooper B-Line for alternative finishes and materials.

Order By:(B3373 and B3373C) pipe size and finish.(B3373F) copper tube size and finish.B3373F is available for Iron Pipe Size, consult factory.

Notes: For ductile iron(D.I.) pipe use partnumber B3373CI-pipesize. Contact B-LineEngineering for moreinformation.

2.1 A - Riser Clamps

Page 1.8

PH-11.11




Engineer: Remarks:

Submittal Date:

Notes 1:

Notes 2:

STEEL PIPE CLAMPS

Fig. 261 Extension Pipe or Riser Clamp

Size Range: 3⁄4" through 24"Material: Carbon steelFinish: q Plain, q Galvanized or q Epoxy coatedService: For support of stationary steel pipe risers, cast iron pipeor conduit. This product is not intended for use with hanger rods.For this application refer to Fig. 40 Riser Clamp, page 43.Maximum Temperature: Plain 650° F, Galvanized and Epoxy 450° FApprovals: Complies with Federal Specification A-A-1192A (Type 8) WW-H-171-E (Type 8), ANSI/MSS SP-69 and MSS SP-58 (Type 8). UL, ULC Listed (Sizes 1 1⁄2" - 8").Installation: Clamp is fitted and bolted preferably below a coupling,hub or welded lugs on steel pipe. Bolt torques should be per industrystandards (see page 233). Clamp is designed for standard steel pipe O.D.and this must be considered in sizing the riser for other types of piping.Ordering: Specify pipe size, figure number, name and finish.

FIg. 261: LOAdS (LbS) • WeIghT (LbS) • dIMenSIOnS (In) • TORQUe (FT-LbS)

PipeSize

MaxLoad Weight L G

Width B C Bolt Diameter

TorqueValues

3⁄4220

1.187⁄8

1

27⁄8

3⁄8 3⁄8 211 1.1 31⁄8

11⁄4250

1.6 10 31⁄211⁄2 1.6

101⁄437⁄8

2 300 1.7 41⁄41⁄2 7⁄16 3221⁄2 400 1.9 111⁄4 43⁄4

3 500 1.9 113⁄8 51⁄231⁄2 600 2.3

127⁄861⁄2

1⁄2 1⁄2 464 750 2.4 75 1,500 3.6 133⁄4

11⁄28

6 1,600 4.0 143⁄4 98

2,5007.6 181⁄2 12

5⁄8 5⁄8 10010 11.1 201⁄4

2133⁄4

122,700

16.5 223⁄4 153⁄414 17.7 24 171⁄416

2,90030.4 26

21⁄2193⁄4

3⁄4 3⁄4 15018 33.8 28 213⁄420 35.0 30 233⁄424 3,200 82.0 363⁄4 3 30 1 7⁄8 190

L

B

C

G

CL

note: Refer to Technical Data Section for cast iron soil pipe data.

2.1 A - Riser Clamps

Page 1.9

Areas of Moment of Section Radius of Moment of Section Radius ofChannel Weight Section Inertia (I) Modulus (S) Gyration (r) Inertia (I) Modulus (S) Gyration (r)

lbs./ft. kg/m sq. in. cm2 in.4 cm4 in.3 cm3 in. cm in.4 cm4 in.3 cm3 in. cm

B24 1.442 (2.15) .424 (2.74) .1494 (6.22) .1670 (2.74) .594 (1.51) .1857 (7.73) .2286 (3.75) .662 (1.68)

B24A 2.884 (4.29) .848 (5.47) .7514 (31.28) .4624 (7.58) .941 (2.39) .3713 (15.45) .4570 (7.49) .662 (1.68)

X - X Axis Y - Y Axis

B24• Thickness: 14 Gauge (1.9 mm)• Standard lengths: 10’ (3.05 m) & 20’ (6.09 m)• Standard finishes: Plain, Dura-Green, Pre-Galvanized,

Hot-Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum• Weight: 1.40 Lbs./Ft. (2.08 kg/m)

Calculations of section properties are based on metal thicknesses as determined by the AISI Cold-Formed Steel Design Manual.

15/8”(41.3)

15/8”(41.3)

13/16”(20.6)

.7304(18.6)

3/8”(9.5)

3/8”(9.5)

9/32”(7.1)

7/8”(22.2)

X

Y

Y

X

SECTION PROPERTIES

B24A Wt. 2.80 Lbs./Ft. (4.16 kg/m)

B24B Wt. 2.80 Lbs./Ft. (4.16 kg/m)

B24C Wt. 2.80 Lbs./Ft. (4.16 kg/m)

31/4”(82.5)

31/4”(82.5)

31/4”(82.5)

15/8”(41.3)

15/8”(41.3)

15/8”(41.3)

15/8”(41.3)

15/8”(41.3)

15/8”(41.3)

13/16”(20.6)

13/16”(20.6)

.730

(18.6)

XY

Y

Y Y

Y

Y

XX

X X

X

Reference page 14 for general fitting and standard finish specifications.

Cha

nnel

& C

om

bin

atio

nsB24 Channel & Combinations

24

2.1 A - Channel

Page 1.10

**Where the slenderness ratio KL exceeds 200, and K = end fixity factor, L = actual length and r = radius of gyration.r

Uniform Load @ Deflection =Beam Span Channel Uniform Load and Deflection 1/240 Span 1/360 SpanIn. mm Style Lbs. N In. mm Lbs. N Lbs. N

12 (305) B24 1750 (7784) .014 (.35) 1750 (7784) 1750 (7784)B24A 1750* (7784) .002 (.05) 1750* (7784) 1750* (7784)

24 (609) B24 1379 (6134) .057 (1.45) 1379 (6134) 1379 (6134)B24A 1750* (7784) .014 (.35) 1750* (7784) 1750* (7784)

36 (914) B24 919 (4088) .128 (3.25) 919 (4088) 720 (3203)B24A 1750* (7784) .048 (1.22) 1750* (7784) 1750* (7784)

48 (1219) B24 689 (3065) .227 (5.76) 607 (2700) 405 (1801)B24A 1750* (7784) .115 (2.92) 1750* (7784) 1750* (7784)

60 (1524) B24 551 (2451) .355 (9.02) 389 (1730) 259 (1152)B24A 1518 (6752) .195 (4.95) 1518 (6752) 1294 (5756)

72 (1829) B24 460 (2046) .511 (12.98) 270 (1201) 180 (800)B24A 1265 (5627) .281 (7.14) 1265 (5627) 898 (3994)

84 (2133) B24 394 (1752) .695 (17.65) 198 (881) 132 (587)B24A 1084 (4822) .383 (9.73) 990 (4404) 660 (2936)

96 (2438) B24 345 (1534) .908 (23.06) 152 (676) 101 (449)B24A 949 (4221) .500 (12.70) 758 (3372) 505 (2246)

108 (2743) B24 306 (1361) 1.149 (29.18) 120 (534) 80 (356)B24A 843 (3750) .633 (16.08) 599 (2664) 399 (1775)

120 (3048) B24 276 (1228) 1.419 (36.04) 97 (431) 65 (289)B24A 759 (3376) .782 (19.86) 485 (2157) 323 (1437)

BEAM LOADING

Max. Column Loading K = .80 Max. Column Loading (Loaded @ C.G.)Unbraced Channel Loaded@ Loaded@

Height Style C.G. Slot Face K = .65 K = 1.0 K = 1.2In. mm Lbs. N Lbs. N Lbs. N Lbs. N Lbs. N

12 (305) B24 6441 (28651) 3077 (13687) 6509 (28953) 6330 (28157) 6198 (27570)B24A 13212 (58770) 4988 (22188) 13237 (58881) 13171 (58587) 13121 (58365)

24 (609) B24 5874 (26129) 2896 (12882) 6124 (27241) 5483 (24389) 5038 (22410)B24A 12993 (57796) 4924 (21903) 13092 (58236) 12828 (57062) 12627 (56167)

36 (914) B24 5038 (22410) 2619 (11650) 5535 (24621) 4302 (19136) 3516 (15640)B24A 12627 (56167) 4819 (21436) 12851 (57164) 12256 (54517) 11804 (52507)

48 (1219)B24 4043 (17984) 2272 (10106) 4800 (21351) 3008 (13380) 2324 (10337)B24A 12115 (53890) 4675 (20795) 12512 (55656) 11456 (50959) 10651 (47378)

60 (1524) B24 3008 (13380) 1873 (8331) 3978 (17695) 2200 (9786) 1740 (7740)B24A 11456 (50959) 4020 (17882) 12078 (53725) 10427 (46381) 9169 (40786)

72 (1829) B24 2324 (10337) 1562 (6948) 3123 (13892) 1740 (7740) 1397 (6214)B24A 10651 (47378) 3048 (13558) 11546 (51359) 9169 (40786) 7358 (32730)

84 (2133) B24 1898 (8443) 1340 (5960) 2502 (11129) 1444 (6423) 1168 (5195)B24A 9700 (43148) 2362 (10506) 10918 (48565) 7683 (34175) 5464 (24305)

96 (2438) B24 1608 (7153) 1175 (5226) 2089 (9292) 1236 (5498) 1000 (4448)B24A 8602 (38263) 1866 (8300) 10194 (45345) 6024 (26796) 4184 (18611)

108 (2743) B24 1397 (6214) 1046 (4653) 1796 (7989) 1078 (4795) 870** (3870)B24A 7358 (32730) 1498 (6663) 9373 (41693) 4760 (21173) 3306 (14706)

120 (3048) B24 1236 (5498) 942 (4190) 1578 (7019) 953** (4239) 764** (3398)B24A 6024 (26796) 1216 (5409) 8455 (37610) 3856 (17152) 2677** (11908)

COLUMN LOADING

Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with MFMA, with adequate lateralbracing (see page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity atmid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear.


Channel &

Co

mb

inations

B24 Beam & Column Loading Data

25

Page 1.11

21

MATERIALUnistrut channels are accurately and carefully cold formed to size from low-carbon strip steel.

All spot-welded combination members, except P1001T, are welded 3" (76 mm) maximum on center.

STEEL: PLAIN 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and

16 Ga. (1.5 mm) ASTM A1011 SS GR 33.

STEEL: PRE-GALVANIZED 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and

16 Ga. (1.5mm) ASTM A653 GR 33.

For other materials, see Special Metals or Fiberglass sections.

FINISHESAll channels are available in:

ASTM A653 G90.

ASTM A123.

DIMENSIONSImperial dimensions are illustrated in inches. Metric dimen-sions are shown in millimeters and rounded to one decimal place.

STANDARD LENGTHSStandard lengths are 10 feet (3.05m) and 20 feet (6.10m). Tolerances are ±1⁄8" (3 mm). Special lengths are available for a small cutting charge with a tolerance of ±1⁄8" (3 mm).

CURVED CHANNELContact your local Unistrut Service Center or Unistrut Corporation for more information.

LOAD DATAAll beam and column load data pertains to carbon steel and stainless steel channels. Load tables and charts are con-structed to be in accordance with the SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEM-BERS 2007 EDITION published by the AMERICAN IRON AND STEEL INSTITUTE USING ASD METHOD. Loads are based on 33 ksi steel cold formed to 42 ksi.

Type of Load

Safety Factorto Yield Strength

Safety Factorto Ultimate Strength

Beam Loads 1.67 2.0

Column Load 1.80 2.2

Channel Selection Chart ...................................................................23

P1000 (12 Gauge) .......................................................................24 - 29

P1100 (14 Gauge) .......................................................................30 - 32

P2000 (16 Gauge) .......................................................................33 - 35

P3000 (12 Gauge) .......................................................................36 - 38

P3300 (12 Gauge) .......................................................................39 - 41

P4000 (16 Gauge) .......................................................................42 - 44

P4100 (14 Gauge) .......................................................................45 - 47

P4400 (12 Gauge) .......................................................................48 - 50

P4520 (12 Gauge) .......................................................................51 - 53

P5000 (12 Gauge) .......................................................................54 - 56

P5500 (12 Gauge) .......................................................................57 - 59

Closure Strips ....................................................................................60

End Caps and Frame Caps ................................................................61

Lateral Bracing Load Reduction Chart & Bearing Loads .................62

15⁄8" CHANNEL2.1 A - Channel

Page 1.12

22 15⁄8" Framing System

1 5

8" C

hann

elTe

lest

rut

Nut

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al F

ittin

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ondu

it Su

ppor

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ectr

ical

Fitt

ings

Con

cret

e In

sert

sSo

lar

Uni

pier

®

Channel Pictorial Index

P1001 C3Pg 27

P1001 D3Pg 27

P1001 C41Pg 27

P1003Pg 27

P1004APg 27

P1100Pg 30

P4000Pg 42

P1001 B3Pg 27

P1000Pg 24

P1001Pg 24

P1001TPg 27

P1001APg 27

P1001BPg 27

P1001 A3Pg 27

P1001 3Pg 27

P1001CPg 27

P1101Pg 30

P1101APg 30

P1101BPg 30

P1101CPg 30

P3000Pg 36

P3001Pg 36

P2000Pg 33

P2001Pg 33

P2001APg 33

P2001BPg 33

P2001CPg 33

P3300Pg 39

P3301Pg 39

P4001Pg 42

P4003Pg 42

P4004Pg 42

P4100Pg 45

P4101Pg 45

P4400Pg 48

P4401Pg 48

P1000 Series (12 ga.)

P1100 Series (14 ga.) P2000 Series (16 ga.) P3000 Series (12 ga.) P3300 Series (12 ga.)

P4100Series(14 ga.)

P4400Series(12 ga.)

P4520Pg 51

P4521Pg 51

P4520Series(12 ga.)

P4000 Series (16 ga.)

P5000Pg 54

A3300Pg 173

P6000Pg 183

P6001Pg 183

P6001APg 184

P6001CPg 184

P7001Pg 185

P7000Pg 185

P6001BPg 184

A3301Pg 173

A4000Pg 175

A4001Pg 175

A5000Pg 177

P5001Pg 54

P5500Pg 57

P5501Pg 57

P9200Pg 65

P9000Pg 65

A1001CPg 173

P3184PPg 60

P3184FPg 60

P3712PPg 60P1280

Pg 61P1280 A, P2280 A

Pg 61P1180, P2280

P4280, P5280, P5580Pg 61

P2407P3280, P3380

Pg 61

P1184PPg 60

P1184Pg 60

P3184Pg 60P2860 Series

Pg 61P2859Pg 61

A1001BPg 172

A1001APg 172

A1001Pg 171

A1000Pg 171

A1000 Series (14 gauge) –�11⁄4" Channel

15⁄8" Channel Closure StripsEnd Caps and Frame Caps

A3300 Series (14 gauge)11⁄4" Channel



P7000 Series (19 gauge)13⁄16" Channel

P9000Series (12 ga.)Telestrut Channel

P6000 Series (19 gauge) – 13⁄16" Channel

P5000 Series (12 ga.) P5500Series (12 ga.)

Alternate Framing Systems

Page 1.13


1 5

8" C

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Fitt

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Con

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Uni

pier

®

.915"

.710"

2

1

9⁄32"

1 5⁄8"

3⁄8"3⁄8"

1 5⁄8"

7⁄8" 41.3

18.0

23.2

7.1

1

22.29.59.5

2

41.3

P1000®

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

Wt/100 Ft:189 Lbs (281 kg/100 m)

12 Gauge Nominal Thickness .105" (2.7mm)

41.3

82.6

2

1

2

1 5⁄8"

3 1⁄4" 1

P1001

P1000 TP1000 SLP1000 KO

P1000 DS P1000 HS P1000 H3

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)

Wt/100 Ft: 378 Lbs (562 kg/100 m)


P1012P1023P1024S

P1000® & P1001 Channels

P1006-0832P1006-1024P1006-1420P1007P1008P1009P1010

P1024P1012SP1023S

P1008TP1006T1420P1010T

P3016-0632P3016-0832P3016-1024P3016-1420

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3010

Wt/100 Ft: 173 Lbs (257 kg/100 m) Wt/100 Ft: 175 Lbs (260 kg/100 m) Wt/100 Ft:185 Lbs (275 kg/100 m)

Wt/100 Ft: 190 Lbs (283 kg/100 m) Wt/100 Ft: 185 Lbs (275 kg/100 m) Wt/100 Ft: 185 Lbs (275 kg/100 m)

UNISTRUT

UNISTRUT

7⁄8" (22.2) Knockouts6" (152.4) on Center

9⁄16" (14.3) Dia. Holes1 7⁄8" (47.6) on Center

1⁄2"(12.7)

1"(25.4)

Slots are3" (76.2) x 13⁄32" (10.3)4" (101.6) on Center

1 3⁄16"(30.2)

Slots are11⁄8" (28.6) x 9⁄16" (14.3)2" (50.8) on Center

7⁄8"(22.2)


Slots are 2 3⁄4" (69.9) x 7⁄8" (22.2)3 1⁄2" (88.9) on Center

Pipe Clamps can beMounted on Both Sides

3⁄4"(19.1)

GR HG PG PL

GR HG PG PL

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

GR PG

GR HG PG PLGR HG PG PL

GR HG PG PLGR HG PG PL

SEE PAGE 73, 74

Page 1.14

2715⁄8" Framing System

1 5

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P1001 3

Wt/100 Ft: 566 Lbs (843 kg/100 m)


P1001 A P1001 B

P1001 C

Wt/100 Ft: 378 Lbs (562 kg/100 m)


Wt/100 Ft: 378 Lbs (562 kg/100 m)


Wt/100 Ft: 378 Lbs (562 kg/100 m)


2

1 5⁄8"

3 1⁄4" 1

.916".709"

(41.3)

(82.6)

(23.3)(18.0)

2

1 5⁄8"

3 1⁄4"1

(41.3)

(82.6)

.761" .864"(21.9)(19.3)

1

2

1.573"(40.0)

1.677"(42.6)

1 5⁄8" (41.3)

31⁄4"(82.6)


P1000 Channel Combinations

P1001 A3

P1001 B3

Wt/100 Ft: 566 Lbs (843 kg/100 m)


Wt/100 Ft: 566 Lbs (843 kg/100 m)


P1001 C3

P1001 D3

Wt/100 Ft: 566 Lbs (843 kg/100 m)


Wt/100 Ft: 566 Lbs (843 kg/100 m)


2

1 5⁄8" (41.3)

4 7⁄8"(123.8)

1

.847"(21.5).778"

(19.8)

2

1

1 5⁄8" (41.3)

4 7⁄8"(123.8)

.847"(21.5).778"

(19.8)

2

1

1.320"(33.5)

1.354"(34.4)

1.896"(48.2)

1.930"(49.0)

3 1⁄4" (82.6)

3 1⁄4"(82.6)

2

1

3 1⁄4"(82.6)

1.388"(35.3)

1.862"(47.3)

3 1⁄4"(82.6)

P1003

P1004 A

Wt/100 Ft: 333 Lbs (495 kg/100 m)


Wt/100 Ft: 668 Lbs (994 kg/100 m)


P1001 C41

Wt/100 Ft: 755 Lbs (1,124 kg/100 m)


1

.489(12.4

113⁄64"(30.6)147⁄64"

(44.1)

41⁄32"(102.4)

1.245"(31.6)

1

2

3 1⁄4" (82.6)

3 1⁄4"(82.6)

127⁄32" (46.8)

2

1

4"(101.6)

7⁄16" (11.1)

7⁄16" (11.1)1 5⁄8"(41.3)

4 7⁄8"(123.8)

P1001 T1 5⁄8"

3 1⁄4"

(41.3)

(82.6)

Wt/100 Ft: 321 Lbs (478 kg/100 m)


1

2

2.403"(61.0)

2.472"(62.8)

1 5⁄8" (41.3)

4 7⁄8"(123.8)

GR PG


GR PG

GR PG

Page 1.15


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Con

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®

P1101 A P1101 B

P1101 C

Wt/100 Ft: 284 Lbs (423 kg/100 m)


Wt/100 Ft: 284 Lbs (423 kg/100 m)


Wt/100 Ft: 284 Lbs (423 kg/100 m)


1 5⁄8"

3 1⁄4"1

.729" .896"

2

41.3

82.6

22.818.5

2

1

41.3

82.61

2

1

2

41.3

82.6

40.2

42.3

19.6 21.7

1 5⁄8"

3 1⁄4"1

2

1 5⁄8"

3 1⁄4"1

2

1.666"

1.584"

.854".771"

P1100 P1101

1

7.1

22.9

41.3

22.2 9.59.5

18.4

2

41.3

Wt/100 Ft: 142 Lbs (211 kg/100 m)


1 5⁄8"

3 1⁄4"1

2

41.3

82.61

2

Wt/100 Ft: 284 Lbs (423 kg/100 m)


1

2

9⁄32"

1 5⁄8"7⁄8" 3⁄8"3⁄8"

.900"

.725"1 5⁄8"

P1100 TP1100 SLP1100 KO

P1100 HS


P1012P1023P1024S

P1006-0832P1006-1024P1006-1420P1007P1008P1009P1010

P1024P1012SP1023S

P1008TP1006T1420P1010T

P3016-0632P3016-0832P3016-1024P3016-1420

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3010

P1100 & P1101 Channels


1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)


7⁄8"(22.2)


Wt/100 Ft: 136 Lbs (202 kg/100 m)


UNISTRUT

UNISTRUT


CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS) SEE PAGE 73, 74

GR PG GR PG

GR PGGR PG

GR PG GR PG GR PG

Page 1.16


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Fitt

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Con

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Uni

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®

P2001 A P2001 B

P2001 C

41.3

82.61

22.618.7

2

41.3

82.6

2

21.619.7

1

40.3

42.3

Wt/100 Ft: 232 Lbs (346 kg/100 m)


Wt/100 Ft: 232 Lbs (346 kg/100 m)


Wt/100 Ft: 232 Lbs (346 kg/100 m)


1 5⁄8"

3 1⁄4"

.774" .851"

1.664"

1.586"

2

1

1 5⁄8"

3 1⁄4"

.735" .890"

1

2

1 5⁄8"

3 1⁄4"1

2

41.3

82.61

2

P2000

Wt/100 Ft: 116 Lbs (173 kg/100 m)


7.1

18.7

22.6

41.3

41.3

22.2 9.59.5

2

1

1 5⁄8"

3 1⁄4"

2

1

41.3

82.6

2

1

P2001

P2000 TP2000 SLP2000 KO

P2000 HS


P1012P1023P1024S

P1006-0832P1006-1024P1006-1420P1007P1008P1009P1010

P1024P1012SP1023S

P1008TP1006T1420P1010T

P3016-0632P3016-0832P3016-1024P3016-1420

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3010




1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)


7⁄8"(22.2)

Wt/100 Ft: 232 Lbs (346 kg/100 m)


3⁄8"7⁄8"9⁄32"

3⁄8"

15⁄8"

15⁄8"

2

1.735"

.890"

Wt/100 Ft: 113 Lbs (168 kg/100 m)


UNISTRUT

UNISTRUT


GR PG GR PG

GR PG

GR PG GR PG GR PG

Page 1.17


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Fitt

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Con

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Uni

pier

®

P3000

P3001

7.1

19.934.9

22.2 9.5

1

2

15.0

9.5

41.3

1 3⁄8"

9⁄32"

1 5⁄8"7⁄8" 3⁄8"3⁄8"

.784"

.591"1

2 Wt/100 Ft: 170 Lbs (253 kg/100 m)


Wt/100 Ft: 340 Lbs (506 kg/100 m)


2 3⁄4"

1 5⁄8"

1

2

69.9

41.3

1

2

P3000 T

P3000 SLP3000 KOP3000 HS


P1012P1023P1024S

P1006-0832P1006-1024P1006-1420P1007P1008P1009P1010

P1024P1012SP1023S

P1008TP1006T1420P1010T

P3016-0632P3016-0832P3016-1024P3016-1420

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3010




1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)


7⁄8"(22.2)

Wt/100 Ft: 165 Lbs (246 kg/100 m) Wt/100 Ft: 170 Lbs (253 kg/100 m)

Wt/100 Ft: 165 Lbs (246 kg/100 m)

Wt/100 Ft: 165 Lbs (246 kg/100 m)

UNISTRUT

UNISTRUT



GR PG

GR PG

GR PGGR PGGR PG

GR PG

Page 1.18


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Fitt

ings

Con

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Uni

pier

®

P3300

P3301

9.1

13.17.1

41.322.2

22.2

9.5 9.5

2

1

41.3

44.51

2

7⁄8"

1 5⁄8"3⁄8" 3⁄8"

7⁄8"

.515"

.360"

9⁄32"

2

1

1 3⁄4"

1 5⁄8"

1

2

Wt/100 Ft: 134 Lbs (200 kg/100 m)


Wt/100 Ft: 269 Lbs (400 kg/100 m)


P3006-0832P3006-1024P3006-1420P3007P3008P3009P3013

P3016-0632P3016-0832P3016-1024P3016-1420

P3300 T

P3300 SL

P3300 HS

P4006-0832P4006-1024P4006-1420P4007P4008P4009P4010

P4006T1420P4008TP4010T

P4012P4023




1⁄2"(12.7)

1"(25.4)

Slots are 3" (76.2) x 13⁄32" (10.3)4" (101.6) on Center

1 3⁄16"(30.2)

Slots are 11⁄8" (28.6) x 9⁄16" (14.3)2" (50.8) on Center

7⁄8"(22.2)


Wt/100 Ft: 130 Lbs (193 kg/100 m)

UNISTRUT

UNISTRUT

GR PG PL



GR PG

GR PGGR PG

GR PG

Page 1.19


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®

P4003 P4004

2 7⁄16"

1 5⁄8"

1.240"

1.198"

2

13 1⁄4"

1 5⁄8"

2

1

41.3

82.6

2

1

Wt/100 Ft: 248 Lbs (370 kg/100 m)


41.3

61.9

2

1

30.4

31.5

Wt/100 Ft: 331 Lbs (493 kg/100 m)


P4000 P4001

8.7

20.6

41.3

6.4

22.29.5 9.5

11.9

2

1

13⁄16"

15⁄8"3⁄8" 3⁄8"

7⁄8"

.343"

.470"1⁄4"

2

1

1 5⁄8"

1 5⁄8"1

2

41.3

41.31

2

Wt/100 Ft: 83 Lbs (123 kg/100 m)


Wt/100 Ft: 166 Lbs (246 kg/100 m)


P4000 T

P4000 SL

P4000 HS

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3013

P3016-0632P3016-0832P3016-1024P3016-1420

P4006-0832P4006-1024P4006-1420P4007P4008P4009P4010

P4006T1420P4008TP4010T

P4012P4023




1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)


7⁄8"(22.2)

UNISTRUT

UNISTRUT

Wt/100 Ft: 79 Lbs (118 kg/100 m)

Wt/100 Ft: 79 Lbs (118 kg/100 m)

Wt/100 Ft: 79 Lbs (118 kg/100 m)

HG PG GR



GR PG

GR PGGR PG

GR PG

Page 1.20


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Fitt

ings

Con

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Uni

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®

P4100 P4101

1

9.59.5

41.3

20.6

6.4

8.5

12.1

2

22.27⁄8"

.336"

.477"

13⁄16"

1 5⁄8"3⁄8" 3⁄8"

1⁄4"

1

2

41.3

41.320.6

20.6

1

2

Wt/100 Ft: 98 Lbs (147 kg/100 m)


Wt/100 Ft: 197 Lbs (293 kg/100 m)


13⁄16"

13⁄16" 1 5⁄8"

1 5⁄8"1

2

P4100 T

P4100 SL

P4100 HS

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3013

P3016-0632P3016-0832P3016-1024P3016-1420

P4006-0832P4006-1024P4006-1420P4007P4008P4009P4010

P4006T1420P4008TP4010T

P4012P4023




1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)


7⁄8"(22.2)

P4101 T

1 3⁄16"(30.2)


7⁄8"(22.2)


Wt/100 Ft: 174 Lbs (259 kg/100 m)Wt/100 Ft: 87 Lbs (129 kg/100 m)

UNISTRUT

UNISTRUT



GR PG

GR PG

GR PG

GR PG

GR PG

GR PG

Page 1.21


1 5

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Har

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ondu

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ectr

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Fitt

ings

Con

cret

e In

sert

sSo

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Uni

pier

®

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3013

P3016-0632P3016-0832P3016-1024P3016-1420

P4006-0832P4006-1024P4006-1420P4007P4008P4009P4010

P4006T1420P4008TP4010T

P4012P4023



UNISTRUT

UNISTRUT

1"

15⁄8"3⁄8"

9⁄32"

3⁄8"7 8"

0.404"

0.596"

2

1

2

1

10.3"

15.1"

25.4

41.3

6.4

22.29.5 9.5

P4400 P4401

Wt/100 Ft: 144 Lbs (210 kg/100 m)


Wt/100 Ft: 289 Lbs (430 kg/100 m)


P4400 HS P4400 T

P4400 SL

Wt/100 Ft: 136 Lbs (201 kg/100 m)



1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)


7⁄8"(22.2)

2"

15⁄8"3⁄8" 3⁄8"

7 8"

1"

1"2

1

2

1

25.4

50.8

25.4

41.322.29.5 9.5


GR PG

GR PG

GR PG

GR PG

GR PG

Page 1.22


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Fitt

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Con

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Uni

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®

7⁄8"

13⁄16"

15⁄8"3⁄8" 3⁄8"

9⁄32"

2

1

.321"

.492"

2

1

22.2

20.6

41.3

9.5 9.57.1

2

1

15⁄8"

15⁄8"

3⁄8"9⁄32"

3⁄8"7⁄8"

2

1

41.3

41.3

22.29.5 9.5

7.1

P4520 P4521

P4520 HS P4520 T

P4520 SL

Wt/100 Ft: 118 Lbs (175 kg/100 m)



1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)


7⁄8"(22.2)

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3013

P3016-0632P3016-0832P3016-1024P3016-1420

P4006-0832P4006-1024P4006-1420P4007P4008P4009P4010

P4006T1420P4008TP4010T

P4012P4023

UNISTRUT

UNISTRUT


Wt/100 Ft: 131 Lbs (190 kg/100 m)


Wt/100 Ft: 262 Lbs (390 kg/100 m)



GR PG GR PG

GR PGGR PG

GR PG


Page 1.23


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Fitt

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Con

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Uni

pier

®

P5000

P5001

1

2

41.3

44.5

9.5 9.522.2

38.1

7.1

82.613 1⁄4"

1 5⁄8"

3⁄8"3⁄8"7⁄8"

9⁄32"

1.750"

1.500"

2

6 1⁄2"

1 5⁄8"

2

1

2

1

41.3

165.1

Wt/100 Ft: 610 Lbs (907 kg/100 m)


Wt/100 Ft: 305 Lbs (454 kg/100 m)


P5000 TP5000 SL

P5000 KOP5000 HS

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3010

P3016-0632P3016-0832P3016-1024P3016-1420

P1006T1420P1008TP1010T

P1012P1023P1024





1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)7⁄8"

(22.2)




UNISTRUT

UNISTRUT

GR PL PG


CHANNEL NUTS (REFER TO HARDWARE SECTION FOR DETAILS)

P5506-0832P5506-1024P5506-1420P5507P5508P5509P5510


GR PG

GR PG

GR PG

GR PG

GR PG

Page 1.24


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Fitt

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Con

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Uni

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®

P5500

P5501

128.0

33.961.9 7.1

22.29.59.5

41.3

2

4 7⁄8"

1 5⁄8"

2

1

Wt/100 Ft: 247 Lbs (367 kg/100 m)


Wt/100 Ft: 494 Lbs (734 kg/100 m)


12 7⁄16"

1 5⁄8"

3⁄8"3⁄8"7⁄8"

9⁄32" 1.336"

1.102"

2

41.3

123.8

2

1

P5500 T

P5500 SLP5500 KOP5500 HS

P3006-0832P3006-1024P3006-1420P3007P3008P3009P3010

P3016-0632P3016-0832P3016-1024P3016-1420

P1006T1420P1008TP1010T

P1012P1023P1024


P5506-0832P5506-1024P5506-1420P5507P5508P5509P5510




1⁄2"(12.7)

1"(25.4)


1 3⁄16"(30.2)7⁄8"

(22.2)



Wt/100 Ft: 242 Lbs (360 kg/100 m)

UNISTRUT

UNISTRUT

GR PG

GR PG

GR PG



GR PG GR PG GR PG

Page 1.25

B2000 SERIES PIPE AND CONDUIT CLAMPS• Safety Factor of 5• Add PA to suffix for pre-assembled pipe clamps• Includes Combination Recess Hex Head Machine Screw and Square Nut• Material: 16 Ga. (1.5), 14 Ga. (1.9), 12 Ga. (2.6) ASTM A1011 33,000 PSI

min. yield and 11 Ga. (3.0) ASTM A1011HSLA Gr. 50• Standard finishes: ZN, HDG, SS4, SS6, AL

Note: For EMT sizes 21/2” and larger use rigid conduit sizes.

Conduit Material Design Load 1 Design Load 2 Design Load 3 Wt./CPart No. Size Thickness Lbs. kN Lbs. kg Lbs. kg Lbs. kg

B2000 3/8” (10) 16 Ga. (1.5) 400 (1.78) 50 (.22) 50 (.22) 10 (4.5)

B2001 1/2” (15) 16 Ga. (1.5) 400 (1.78) 50 (.22) 50 (.22) 10 (4.5)

B2002 3/4” (20) 16 Ga. (1.9) 400 (1.78) 50 (.22) 50 (.22) 11 (5.0)

B2003 1” (25) 14 Ga. (1.9) 600 (2.67) 75 (.33) 75 (.33) 16 (7.2)

B2004 11/4” (32) 14 Ga. (1.9) 600 (2.67) 75 (.33) 75 (.33) 19 (8.6)

B2005 11/2” (40) 12 Ga. (2.6) 800 (3.56) 125 (.56) 125 (.56) 28 (12.7)

B2006 2” (50) 12 Ga. (2.6) 800 (3.56) 125 (.56) 125 (.56) 33 (14.9)

Conduit Material Design Load 1 Design Load 2 Design Load 3 Wt./CPart No. Size Thickness Lbs. kN Lbs. kg Lbs. kg Lbs. kg

B2001 3/8” (10) 16 Ga. (1.5) 400 (1.78) 50 (.22) 50 (.22) 10 (4.5)

B2008 1/2” (15) 16 Ga. (1.5) 400 (1.78) 50 (.22) 50 (.22) 11 (5.0)

B2009 3/4” (20) 14 Ga. (1.9) 600 (2.67) 75 (.33) 75 (.33) 15 (6.8)

B2010 1” (25) 14 Ga. (1.9) 600 (2.67) 75 (.33) 75 (.33) 16 (7.2)

B2011 11/4” (32) 14 Ga. (1.9) 600 (2.67) 75 (.33) 75 (.33) 20 (9.1)

B2012 11/2” (40) 12 Ga. (2.6) 800 (3.56) 125 (.56) 125 (.56) 30 (13.6)

B2013 2” (50) 12 Ga. (2.6) 800 (3.56) 125 (.56) 125 (.56) 34 (15.4)

B2014 21/2” (65) 12 Ga. (2.6) 800 (3.56) 125 (.56) 125 (.56) 38 (17.2)

B2015 3” (80) 12 Ga. (2.6) 800 (3.56) 125 (.56) 125 (.56) 44 (19.9)

B2016 31/2” (90) 11 Ga. (3.0) 1000 (4.45) 200 (.89) 150 (.67) 61 (27.6)

B2017 4” (100) 11 Ga. (3.0) 1000 (4.45) 200 (.89) 150 (.67) 66 (29.9)

B2018 41/2” (115) 11 Ga. (3.0) 1000 (4.45) 200 (.89) 150 (.67) 70 (31.7)

B2019 5” (125) 11 Ga. (3.0) 1000 (4.45) 200 (.89) 150 (.67) 77 (34.9)

B2020 6” (150) 11 Ga. (3.0) 1000 (4.45) 200 (.89) 150 (.67) 100 (45.3)

B2021 7” (175) 11 Ga. (3.0) 1000 (4.45) 250 (1.11) 200 (.89) 115 (52.1)

B2022 8” (200) 11 Ga. (3.0) 1000 (4.45) 250 (1.11) 200 (.89) 128 (58.0)

B2130 10 (254) 11 Ga. (3.0) 1000 (4.45) 250 (1.11) 200 (.89) 160 (72.6)

B2132 12” (305) 11 Ga. (3.0) 1000 (4.45) 250 (1.11) 200 (.89) 185 (83.9)

THINWALL CONDUIT (EMT) CLAMPS

RIGID CONDUIT OR PIPE CLAMPS

Design Load 1

Design Load 3

Design Load 2

Pip

e/C

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Pipe Clamps

128

2.1 A - Pipe Clamps

Page 1.26

Design Load

11/4"

Legend:gR: Powder Coated Supr-Green eg: Electro-Galvanized AL: Aluminum Hg: Hot Dipped Galvanized PL: Plain SS: Stainless Steel ZTC: Zinc Trivalent Chromium

PRojeCT infoRmATion APPRovAL STAmP

Project: ❑ Approved

Address: ❑ Approved as noted

Contractor: ❑ not approved

engineer: Remarks:

Submittal date:

notes 1:

notes 2:

8/08

pipe & conduit support

AS 1200AS O.D. * 1⁄4"–4" Nominal CU Wtr Tube Sizes

❑ eg ❑ SS ❑ ZTC ❑ CoPPeR PLATed

tuBinG cLAMp

Std Pkg & Wt/100 pcs: See chart above.

Size Tube Size Load Rating Std Pkg Wt/100 pcs1⁄4" 1⁄8" 400 100 83⁄8" * 1⁄4" 400 100 81⁄2" * 3⁄8" 400 100 95⁄8" * 1⁄2" 400 100 103⁄4" 5⁄8" 400 100 117⁄8" * 3⁄4" 400 100 121" 7⁄8" 600 100 14

11⁄8" * 1" 600 100 1511⁄4" 11⁄8" 600 100 1613⁄8" * 11⁄4" 600 100 1711⁄2" 13⁄8" 600 100 1815⁄8" * 11⁄2" 600 100 1913⁄4" 15⁄8" 800 50 2917⁄8" 13⁄4" 800 50 282" 17⁄8" 800 50 31

21⁄8" * 2" 800 50 3221⁄4" 21⁄8" 800 50 3323⁄8" 21⁄4" 800 50 3421⁄2" 23⁄8" 800 50 3525⁄8" * 21⁄2" 800 50 3723⁄4" 25⁄8" 800 50 3827⁄8" 23⁄4" 800 50 403" 27⁄8" 800 50 41

31⁄8" * 3" 800 50 4331⁄4" 31⁄8" 800 50 4533⁄8" 31⁄4" 800 50 4631⁄2" 33⁄8" 800 50 4735⁄8" * 31⁄2" 800 50 5633⁄4" 35⁄8" 800 25 58

Size Tube Size Load Rating Std Pkg Wt/100 pcs

37⁄8" 33⁄4" 18000 25 604" 37⁄8" 18000 25 62

41⁄8" * 4" 18000 25 6241⁄4" 41⁄8" 18000 25 6443⁄8" 41⁄4" 18000 25 6641⁄2" 43⁄8" 18000 25 6745⁄8" 41⁄2" 18000 25 7043⁄4" 45⁄8" 18000 25 7247⁄8" 43⁄4" 18000 25 735" 47⁄8" 18000 25 74

51⁄8" 5" 18000 25 7651⁄4" 51⁄8" 18000 25 7753⁄8" 51⁄4" 18000 25 7851⁄2" 53⁄8" 18000 25 7955⁄8" 51⁄2" 18000 25 8853⁄4" 55⁄8" 18000 25 9057⁄8" 53⁄4" 18000 25 926" 57⁄8" 18000 25 94

61⁄8" 6" 18000 25 9661⁄4" 61⁄8" 18000 25 9863⁄8" 61⁄4" 18000 25 9961⁄2" 63⁄8" 18000 25 10065⁄8" 61⁄2" 18000 25 10263⁄4" 65⁄8" 18000 25 10467⁄8" 63/4" 18000 25 1067" 67/8" 18000 25 108

71⁄8" 7" 18000 25 11071⁄4" 71⁄8" 18000 25 11273⁄8" 71⁄4" 18000 25 11471⁄2" 73⁄8" 18000 25 11675⁄8" 71⁄2" 18000 25 11773⁄4" 75⁄8" 18000 25 11977⁄8" 73⁄4" 18000 25 1218" 77⁄8" 18000 25 123

81⁄8" 8" 18000 25 12581⁄4" 81⁄8" 18000 25 12683⁄8" 81⁄4" 18000 25 12881⁄2" 83⁄8" 18000 25 12985⁄8" 81⁄2" 18000 25 130

2.1 A - Pipe Clamps

Page 1.27

Catalog Tubing Copper Dimensions Wt./CNumber O.D. Size Tubing Size A B C Lbs. kg

BVT025 1/4” (6.3) 1/8” (3) 1.22 (30.9) 0.19 (4.8) 0.49 (12.4) 11 (5.0)BVT037 3/8” (9.5) 1/4” (6) 1.36 (34.5) 0.25 (6.3) 0.61 (15.5) 12 (5.4)BVT050 1/2” (12.7) 3/8” (10) 1.49 (37.8) 0.31 (7.8) 0.74 (18.8) 14 (6.3)BVT062 5/8” (15.9) 1/2” (15) 1.62 (41.1) 0.38 (9.6) 0.86 (21.8) 15 (6.8)BVT075 3/4” (19.0) 5/8” (17) 1.87 (47.4) 0.50 (12.7) 1.15 (29.2) 19 (8.6)BVT087 7/8” (22.2) 3/4” (20) 2.00 (50.8) 0.56 (14.2) 1.27 (32.2) 21 (9.5)BVT100 1” (25.4) – – 2.25 (57.1) 0.69 (17.5) 1.52 (38.6) 22 (10.0)BVT112 11/8” (28.6) 1” (25) 2.25 (57.1) 0.69 (17.5) 1.52 (38.6) 26 (11.8)BVT125 11/4” (31.7) – – 2.51 (63.7) 0.81 (20.6) 1.78 (45.2) 36 (16.3)BVT137 13/8” (34.9) 11/4” (32) 2.51 (63.7) 0.81 (20.6) 1.78 (45.2) 38 (17.2)BVT150 11/2” (38.1) – – 2.74 (69.6) 0.88 (22.4) 1.96 (49.8) 35 (15.9)BVT162 15/8” (41.3) 11/2” (40) 3.00 (76.2) 1.00 (25.4) 2.20 (55.9) 40 (18.1)BVT175 13/4” (44.4) – – 3.13 (79.5) 1.06 (26.9) 2.33 (59.1) 44 (19.9)BVT187 17/8” (47.6) – – 3.28 (83.3) 1.13 (28.7) 2.46 (62.5) 40 (18.1)BVT200 2” (50.8) – – 3.52 (89.4) 1.25 (31.7) 2.70 (68.6) 55 (25.0)BVT212 21/8” (54.0) 2” (50) 3.52 (89.4) 1.25 (31.7) 2.70 (68.6) 55 (25.0)BVT225 21/4” (57.1) – – 3.64 (92.4) 1.31 (33.2) 2.83 (71.8) 54 (24.5)BVT250 21/2” (63.5) – – 3.91 (99.3) 1.43 (36.3) 3.11 (79.0) 56 (25.4)BVT262 25/8” (66.6) 21/2” (65) 4.02 (102.1) 1.50 (38.1) 3.20 (81.3) 55 (25.0)BVT300 3” (76.2) – – 4.42 (112.2) 1.68 (42.6) 3.61 (91.6) 67 (30.4)BVT312 31/8” (79.4) 3” (80) 4.53 (115.0) 1.75 (44.4) 3.70 (93.9) 64 (29.0)BVT362 35/8” (92.1) 31/2” (90) 5.05 (128.2) 2.00 (50.8) 4.23 (107.4) 76 (34.5)BVT412 41/8” (104.8) 4” (100) 5.55 (140.9) 2.25 (57.1) 4.73 (120.1) 93 (42.2)BVT612 61/8” (155.5) 6” (150) 7.62 (193.5) 3.25 (82.5) 6.74 (171.1) 136 (61.6)

Catalog Design Load Design Load Design LoadNumber 1 2 3

Lbs. kN Lbs. kN Lbs. kNBVT025 400 (1.78) 50 (0.22) 50 (0.22)BVT037 400 (1.78) 50 (0.22) 50 (0.22)BVT050 400 (1.78) 50 (0.22) 50 (0.22)BVT062 400 (1.78) 50 (0.22) 50 (0.22)BVT075 600 (2.67) 75 (0.33) 75 (0.33)BVT087 600 (2.67) 75 (0.33) 75 (0.33)BVT100 600 (2.67) 75 (0.33) 75 (0.33)BVT112 600 (2.67) 75 (0.33) 75 (0.33)BVT125 600 (2.67) 75 (0.33) 75 (0.33)BVT137 600 (2.67) 75 (0.33) 75 (0.33)BVT150 600 (2.67) 75 (0.33) 75 (0.33)BVT162 800 (3.56) 125 (0.56) 125 (0.56)BVT175 800 (3.56) 125 (0.56) 125 (0.56)BVT187 800 (3.56) 125 (0.56) 125 (0.56)BVT200 800 (3.56) 125 (0.56) 125 (0.56)BVT212 800 (3.56) 125 (0.56) 125 (0.56)BVT225 800 (3.56) 125 (0.56) 125 (0.56)BVT250 800 (3.56) 125 (0.56) 125 (0.56)BVT262 800 (3.56) 125 (0.56) 125 (0.56)BVT300 800 (3.56) 125 (0.56) 125 (0.56)BVT312 800 (3.56) 125 (0.56) 125 (0.56)BVT362 1000 (4.45) 200 (0.89) 150 (0.67)BVT412 1000 (4.45) 200 (0.89) 150 (0.67)BVT612 1000 (4.45) 200 (0.89) 150 (0.67)

BVT SERIES VIBRACLAMPS-COPPER & O.D.• Safety Factor of 3• Accesses tubing sizes 1/8” (3) to 6” (150)• Allows easy one tool installation• Endures both high (+300°F) and low (-40°F) temperatures• Dampens vibration and noise• Eliminates galvanic metal to metal contact• Resists most industrial oils and solvents• Reduces thermal loss and gain• Secures tubing firmly to channel (strut)• Dielectric strength of 400 volts/mil• Includes cushion, clamp, screw and nut• Standard finishes: YZN, SS4

A

Design Load 1

Design Load 2

Design Load 3

B

C

Pip

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Reference page 126 for general fitting andstandard finish specifications.

VibraClamp™ Pipe Clamps

134

2.1 A - Cushion Clamps

Page 1.28

Catalog Nominal Steel Dimensions Wt./CNumber Pipe Size O.D. Size A B C Lbs. kg

BVP025 1/4” (6.3) 0.540 (13.7) 1.61 (39.9) 0.37 (9.4) 0.87 (22.1) 15 (6.8)BVP037 3/8” (9.5) 0.675 (17.1) 1.86 (47.2) 0.50 (12.7) 1.15 (29.2) 18 (8.2)BVP050 1/2” (12.7) 0.875 (22.2) 1.99 (50.5) 0.56 (14.2) 1.27 (32.3) 20 (9.1)BVP075 3/4” (19.0) 1.050 (26.7) 2.25 (57.1) 0.69 (17.5) 1.52 (38.6) 21 (9.5)BVP100 1” (25.4) 1.312 (33.3) 2.51 (63.8) 0.81 (20.6) 1.77 (45.0) 20 (9.1)BVP125 11/4” (31.7) 1.660 (42.2) 3.00 (76.2) 1.00 (25.4) 2.21 (56.1) 36 (16.3)BVP150 11/2” (38.1) 1.900 (48.3) 3.21 (83.1) 1.12 (28.4) 2.41 (62.3) 40 (18.1)BVP200 2” (50.8) 2.375 (60.3) 3.77 (95.8) 1.37 (34.8) 2.96 (75.2) 45 (20.4)BVP250 21/2” (63.5) 2.875 (73.0) 4.28 (108.7) 1.62 (41.1) 3.46 (87.9) 54 (24.5)BVP300 3” (76.2) 3.500 (88.9) 5.05 (128.3) 2.00 (50.8) 4.24 (107.7) 81 (36.7)BVP350 31/2” (88.9) 4.000 (101.6) 5.55 (140.9) 2.25 (57.1) 4.74 (120.3) 87 (39.4)BVP400 4” (101.6) 4.500 (114.3) 6.05 (153.7) 2.50 (63.5) 5.24 (133.1) 109 (49.4)BVP500 5” (127.0) 5.563 (141.3) 6.84 (173.7) 3.00 (76.2) 6.24 (158.4) 136 (61.6)BVP600 6” (152.4) 6.625 (168.3) 8.24 (209.3) 3.56 (90.4) 7.36 (186.9) 163 (73.8)

BVP SERIES VIBRACLAMPS-IRON PIPE & RIGID CONDUIT• Safety Factor of 3• Accesses pipe sizes 1/4” (6) to 6” (150)• Allows easy one tool installation• Endures both high (+300°F) and low (-40°F) temperatures• Dampens vibration and noise• Eliminates galvanic metal to metal contact• Resists most industrial oils and solvents• Reduces thermal loss and gain• Secures pipe firmly to channel (strut)• Dielectric strength of 400 volts/mil• Includes cushion, clamp, screw and nut• Standard finishes: YZN, SS4

Catalog Design Load Design Load Design LoadNumber 1 2 3

Lbs. kN Lbs. kN Lbs. kNBVP025 400 (1.78) 50 (0.22) 50 (0.22)BVP037 600 (2.67) 75 (0.33) 75 (0.33)BVP050 600 (2.67) 75 (0.33) 75 (0.33)BVP075 600 (2.67) 75 (0.33) 75 (0.33)BVP100 600 (2.67) 75 (0.33) 75 (0.33)BVP125 800 (3.56) 125 (0.56) 125 (0.56)BVP150 800 (3.56) 125 (0.56) 125 (0.56)BVP200 800 (3.56) 125 (0.56) 125 (0.56)BVP250 800 (3.56) 125 (0.56) 125 (0.56)BVP300 1000 (4.45) 200 (0.89) 150 (0.67)BVP350 1000 (4.45) 200 (0.89) 150 (0.67)BVP400 1000 (4.45) 200 (0.89) 150 (0.67)BVP500 1000 (4.45) 200 (0.89) 150 (0.67)BVP600 1000 (4.45) 200 (0.89) 150 (0.67)

A

Design Load 1

Design Load 2

Design Load 3B

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angers


VibraClamp™ Pipe Clamps

135

Page 1.29

Fig. 109A - Concrete Deck Insert

NOTES:1. Mounting holes are standard. If theplate is not mechanically secured tothe deck ribs, a jam nut is required toprevent the anchor bolt from layingover when concrete is poured.

2. Minimum spacing between insertsshall be not less than 41⁄2" (114.3mm)for 3⁄8" and 6" (1152.4mm) for 1⁄2"

Max. Recommended Loads shown include safety factor of 5.Weight is based on the standard bolt length.

Rod Max. Max. Hanger Max. Recommended Approx.Size Pipe Size Spacing Loads Wt./100

Part No. in. (mm) in. (m) lbs. (kN) lbs. (kg)

109A-3/8 3/8"-16 4" (101.6) 15’-0” (4.57) 1144 (3.25) 67.0 (30.4)

109A-1/2 1/2"-13 8" (203.2) 15’-0” (4.57) 1158 (6.00) 69.0 (31.3)

109A-5/8 5/8"-11 Contact Cooper B-Line 1430 (9.61) 71.0 (32.2)



Con

cret

e In

sert

s

Concrete Inserts


189

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

Material: Steel

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

Approvals: 3/8" - 5/8" rod size is Underwriters Laboratories listed inthe USA (UL) and Canada (cUL). Included in our Seismic RestraintsCatalog approved by the State of California Office of Statewide HealthPlanning and Development (OSHPD). For additional load, spacing andplacement information relating to OSHPD projects, please refer to theCooper B-Line/TOLCO Seismic Restraints Systems Guidelines.Hangers certified by aregistered 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 CooperB-Line for alternative finishes and materials.

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

12” (305mm)Minimum

21/4”(57.1mm)

21/4”(57.1mm)

21/4”(57.1mm)

Edge

of C

oncr

ete

Edge

of C

oncr

ete

Edge

of C

oncr

ete

Fig. 109AFig. 109A

Fig. 109A


1” (25.4mm)Minimum





Component of State ofCalifornia OSHPD ApprovedSeismic Restraints System

™

Standard Bolt Length8” (203.2mm)

2.3 1 - Deck Inserts

Page 1.30

OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330CUSTOMER SERVICE • 800.786.5266

www.tolco.com109

www.tolco.com

Material — Carbon SteelFunction — Fig. 310 is for use as a structural attachment in concrete ceilings. Knockout plug is designed to protect against concrete seepage. Place insert face down on concrete form and nail in place. Reinforcing rods may be positioned under flange lips. Specified load ratings and approvals are not dependent on the use of any reinforcing rods in contact with the insert. Pour concrete, strip forms, place screwdriver tip in slot of knockout plug and twist sharply. Insert square nut (Fig. 310N) and run rod through nut until tight against top of insert, turn rod one-half turn to lock and protect against vibration.Note — Other Manufacturers Insert Nuts are not necessarily compatible with TOLCO® Fig. 310 (Spot Inserts). Therefore it is recommended that TOLCO Fig. 310N (Spot Insert Nuts) be ordered concurrently with Fig. 310 (Spot Inserts).Approvals — Conforms to Federal Specification WW-H-171E, Type 19 and Manufacturers Standardization Society SP-69, Type 18.Finish — PlainNote — Available in Electro-Galvanized finishOrder By — Figure number and finish. Order Fig. 310N (Spot Insert Nuts) separately.

Fig. 310 - Steel Spot Concrete Insert

Size Range — 1/4" thru 7/8" rod sizeMaterial — Carbon SteelFunction — Fig. 310N is for use with Fig. 310 Spot Concrete Insert for means of rod attachment.Note — Other Manufacturers’ spot inserts are not neces-sarily compatible with TOLCO Fig. 310N (Spot Insert Nuts). Therefore it is recommended that TOLCO Fig. 310 (Spot Insert) be ordered concurrently with Fig. 310N (Spot Insert Nuts).Finish — PlainNote — Available in Electro-Galvanized finish

Fig. 310N - Steel Spot Insert Nut

Dimensions • Weights Max. Rec. Approx. Load Lbs.* Wt./100 600 53

* Based on a straight pull of 600 lbs.

Dimensions • Weights Max. Rec. Approx. Rod Size Load Lbs.* Wt./100 1/4 240 8 3/8 600 13 1/2 600 12 5/8 600 11 3/4 600 10 7/8 600 9 * Based on straight pull of 600 lbs. when used with Fig. 310.

Revision 10/24/2007

Page 1.31

2.3 1 - Deck Inserts

BLUE BANGER HANGER®

Cast-In-Place Internally Threaded Inserts

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3/4" 5/8" 1/2" 3/8" 1/4"

Blue Banger Hanger internally threaded inserts are cast into the underside of concrete decks after being fastened to the top of wood forms or metal deck. Once the concrete has cured, the anchor provides an attachment point for threaded rod used to hang electrical, mechanical and plumbing utilities. The Blue Banger Hanger insert is the only pre pour insert to offer the patented multi thread design which allows one size insert to handle multiple diameters of threaded rod.

FEATURES: • Quick and easy installation saves time and money- no assembly required. • Patented multi-thread design allows each hanger to accept multiple diameters of threaded rod. Three sizes of hangers can handle all applications, reducing contractor and distributor inventories. • Multi-thread design allows threaded rod size to be changed after the anchor is in the concrete. • Machined steel insert with large fl anged head provides high tension and shear loads for overhead attachments. • Positive attachment to form keeps the hanger vertical and in the correct position. • Internal threads eliminate the cost of rod couplers. • No Equal "≠" head stamp allows easy identifi cation before the concrete pour.

MATERIAL: Carbon steel

FINISH: Yellow zinc dichromate coating

CODES: Factory Mutual 3024378 (Except Roof Deck Insert);Underwriters Laboratories File EX3605 (Except Roof Deck Insert); See pipe size limit tables.

Patented multi-thread design

allows one product to handle

up to three rod diameters.

Blue Banger HangerRoof Deck Insert

U.S. Patent 6,240,697B1

DRILL EXTENSIONS: Drill extensions allow holes to be drilled for Blue Banger insert installation without having to repeatedly bend down. An ideal way to save installation time and reduce worker fatigue. Available for use with hole saws and step drills.

Step Drill Bit Extension (bit not included)

Hole Saw Bit Extension (bit not included)

Blue Banger HangerMetal Deck Insert

U.S. Patent 6,240,697B1

Blue Banger HangerWood Form Insert

U.S. Patent 6,240,697B1

Multiple rod diameters are easily accommodated with the Blue Banger Hanger.

HangerType

For RodDiameter

(in.)

Deck HoleDiameter

(in.)

ModelNo.

CartonQty.

Metal DeckInsert

¹⁄₄, ³⁄₈, ¹⁄₂ ¹³⁄₁₆-⁷⁄₈ BBMD2550 100³⁄₈, ¹⁄₂, ⁵⁄₈ 1¹⁄₈-1³⁄₁₆ BBMD3762 50

⁵⁄₈, ³⁄₄ 1³⁄₁₆-1¹⁄₄ BBMD6275 50Roof Deck

Insert ¹⁄₄, ³⁄₈, ¹⁄₂ ⁷⁄₈ BBRD2550 50

Wood FormInsert

¹⁄₄, ³⁄₈, ¹⁄₂N/A

BBWF2550 200³⁄₈, ¹⁄₂, ⁵⁄₈ BBWF3762 150

⁵⁄₈, ³⁄₄ BBWF6275 150

Blue Banger Hanger Product Data

Description Model No.2' extension for use with

hole saws BBDEHS

2' extension for use with³⁄₈" shank step drills BBDE37

2' extension for use with¹⁄₂" shank step drills BBDE50

Hole saws and step drills not included.

Drill Extensions

Page 1.32

2.1 A - Deck Inserts



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BLUE BANGER HANGER - METAL DECK INSERT

FEATURES: • 3" plastic sleeve keeps internal threads clean. • Extended length of the sleeve allows easy location of the insert even with fi reproofi ng on the underside of the deck. Also provides guidance to align threaded rod with the internal threads. • Installed height of 2" allows the insert to be used on top of, or between, deck ribs. • Compression spring keeps the insert perpendicular to the deck, even if it is bumped or stepped on after installation. • Multi-thread design: Each insert accepts 2-3 rod diameters.

INSTALLATION: • Drill a hole in the metal deck using the appropriate diameter bit as referenced in the table. • Insert the hanger into the hole and strike the top so that the plastic sleeve is forced through the hole and expands against the bottom side of the deck. The anchor can also be installed by stepping on it.

BLUE BANGER HANGER - METAL ROOF DECK INSERT

FEATURES: • Low profi le design doesn't interfere with roofi ng material • Plastic sleeve allows for easy identifi cation and keeps internal threads clean. • Positive attachment to the roof deck prevents spinning and keeps the hanger in position. • Pre-staked screws allow quick installation. • Multi-thread design: The insert accepts 3 rod diameters.

INSTALLATION: • Drill a hole in the metal deck using the appropriate diameter bit as referenced in the table. • Insert the hanger into the hole and fasten to the deck with the two pre-staked self drilling sheet metal screws provided.

BLUE BANGER HANGER - WOOD FORM INSERT

FEATURES: • Blue plastic ring acts as an insert locator when forms are removed. • Plastic ring creates a countersunk recess to keep internal threads clean from concrete residue. • Nails snap off with the swipe of a hammer after the forms are removed. • Multi-thread design: Each insert accepts 2-3 rod diameters.

INSTALLATION: • Strike the top of the hanger and drive the 3 mounting nails into the forming material until the bottom of the hanger is fl ush with the plywood. The hanger should be sitting 90° perpendicular to the forming material. • Once concrete is hardened, and forms are stripped, strike the mounting nails to break them off.

Metal Deck Insert Installation Sequence

Metal Roof Deck Insert Installation Sequence

Wood Form Insert Installation Sequence

Page 1.33



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ModelNo.

Drill BitDia.in.

ThreadedRodDia.in.

Allowable Tension Load lbs. (kN)

1¹⁄₂" Deck 3" Deck

BBRD2550 ¹³⁄₁₆-⁷⁄₈¹⁄₄

150(0.7)

300(1.3)³⁄₈

¹⁄₂

1. Allowable load must be the lesser of the concrete or steel strength.2. The allowable loads based on concrete strength are based on a factor of safety of 4.0.3. Allowable loads may not be increased for short-term loading due to wind or seismic forces.4. Mechanical and plumbing design codes may prescribe lower allowable loads. Verify with local codes.

See notes below.

1. The allowable loads are based on a factor of safety of 4.0.2. Allowable loads may not be increased for short-term loading due to wind or seismic forces.3. Acceptability of deck defl ection due to imposed loads must be investigated separately.4. Threaded rod strength must be investigated separately.5. Anchors may be installed in the top or bottom fl ute of the metal deck.6. Deck shall be 20 gauge minimum.

*

*

*

*

ModelNo.

ThreadedRodDia.in.

Embed.Depth

in.(mm)

Min.EdgeDist.in.

(mm)

Min.Spacing

in.(mm)

Tension Load Basedon Concrete Strength

Tension Load Basedon Rod Strength

f'c ≥ 3000 psi(20.7 MPa) Concrete A307 (SAE 1018)

Ultimatelbs. (kN)

Allowablelbs. (kN)

Allowablelbs. (kN)

BBWF2550

¹⁄₄

2(51)

7(178)

8(203)

6,820(30.3)

1,705(7.6)

940(4.2)

See Notes Below

³⁄₈2,105(9.4)

¹⁄₂3,750(16.7)

BBWF3762

³⁄₈

2(51)

7(178)

8(203)

7,360(32.7)

1,840(8.2)

2,105(9.4)

¹⁄₂3,750(16.7)

⁵⁄₈5,875(26.1)

BBWF6275⁵⁄₈ 2

(51)7

(178)8

(203)7,420(33.0)

1,855(8.3)

5,875(26.1)

³⁄₄8,460(37.6)

Wood Form Insert: Tension Loads in Normal-Weight Concrete Roof Deck Insert: Tension Loads in Metal Deck

ModelNo.

ThreadedRodDia.in.

Embed.Depth

in.(mm)

Min.EdgeDist.in.

(mm)

Min.Spacing

in.(mm)

Shear Load Basedon Concrete Strength

Shear Load Basedon Rod Strength


Ultimatelbs. (kN)

Allowablelbs. (kN)

Allowablelbs. (kN)

BBWF2550 ¹⁄₂2

(51)7

(178)8

(203)8,750(38.9)

2,185(9.7)

1,930(8.6)

See Notes Below

BBWF3762 ⁵⁄₈2

(51)7

(178)8

(203)10,700(47.6)

2,675(11.9)

3,025(13.4)

BBWF6275 ³⁄₄2

(51)7

(178)8

(203)10,460(46.5)

2,615(11.6)

4,360(19.4)

Wood Form Insert: Shear Loads in Normal-Weight Concrete

ModelNo.

ThreadedRodDia.in.

Embed.Depth

in.(mm)

Min.EdgeDist.in.

(mm)

Min.Spacing

in.(mm)

Tension Load Basedon Concrete Strength



Ultimatelbs. (kN)

Allowablelbs. (kN)

Allowablelbs. (kN)

BBWF2550

¹⁄₄

2(51)

7(178)

8(203)

4,280(19.0)

1,070(4.8)

940(4.2)

³⁄₈2,105(9.4)

¹⁄₂3,750(16.7)

BBWF6275⁵⁄₈ 2

(51)7

(178)8

(203)4,400(19.6)

1,100(4.9)

5,875(26.1)

³⁄₄8,460(37.6)

Wood Form Insert: Tension Loads in Sand-Lightweight Concrete

ModelNo.

ThreadedRodDia.in.

Embed.Depth

in.(mm)

Min.EdgeDist.in.

(mm)

Min.Spacing

in.(mm)

Shear Load Basedon Concrete Strength



Ultimatelbs. (kN)

Allowablelbs. (kN)

Allowablelbs. (kN)

BBWF2550 ¹⁄₂2

(51)7

(178)8

(203)8,600(38.2)

2,150(9.6)

1,930(8.6)

BBWF6275 ³⁄₄2

(51)7

(178)8

(203)9,260(41.2)

2,315(10.3)

4,360(19.4)

Wood Form Insert: Shear Loads in Sand-Lightweight Concrete

See table

Typical Roof Deck Insert Installation in Metal Deck

* See page 10 of the 2008 Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and Masonry catalog for an explanation of the load table icons

Page 1.34



6

T-SA

S-BB

HSUB

08 ©

2008

SIM

PSON

STR

ONG-

TIE

COM

PANY

INC.

ModelNo.

Drill BitDia.in.

ThreadedRodDia.in.

Embed.Depth

in.(mm)

Min.EdgeDist.in.

(mm)

Min.Spacing

in.(mm)

Shear Load Basedon Concrete Strength(Install in High Flute)

Shear Load Basedon Concrete Strength(Install in Low Flute)


f'c ≥ 3000 psi(20.7 MPa) Concrete


Ultimatelbs. (kN)

Allowablelbs. (kN)

Ultimatelbs. (kN)

Allowablelbs. (kN)

Allowablelbs. (kN)

BBMD2550 ¹³⁄₁₆-⁷⁄₈ ¹⁄₂2

(51)7¹⁄₂

(191)8

(203)9,720(43.2)

2,430(10.8)

2,790**(12.4)

700**(3.1)

1,930(8.6)

BBMD3762 1¹⁄₈-1³⁄₈ ⁵⁄₈2

(51)7¹⁄₂

(191)8

(203)9,400(41.8)

2,350(10.4)

3,360**(14.9)

840**(3.7)

3,025(13.4)

BBMD6275 1³⁄₁₆-1³⁄₈ ³⁄₄2

(51)7¹⁄₂

(191)8

(203)9,720(43.2)

2,430(10.8)

3,360**(14.9)

840**(3.7)

4,360(19.4)

Metal Deck Insert: Shear Loads in Normal-Weight or Sand-Lightweight Concrete over Metal Deck

1. Allowable load must be the lesser of the concrete or rod strength.2. The allowable loads based on concrete strength are based on a factor of safety of 4.0.3. Allowable loads may not be increased for short-term loading due to wind or seismic forces.4. Anchors may be installed off-center in the fl ute, up to 1" from the edge of fl ute.5. Shear loads shall be applied fl ush with metal deck surface.6. Deck shall be 20-gauge minimum.7. Mechanical and plumbing design codes may prescribe lower allowable loads. Verify with local codes.

Typical Metal Deck Installation

See notes below.

1. N/L = Not listed for this pipe size.1. N/L = Not listed for this pipe size.

*

*

ModelNo.

Drill BitDia.in.

ThreadedRodDia.in.

Embed.Depth

in.(mm)

Min.EdgeDist.in.

(mm)

Min.Spacing

in.(mm)

Tension Load Basedon Concrete Strength(Install in High Flute)

Tension Load Basedon Concrete Strength(Install in Low Flute)


f'c ≥ 3000 psi(20.7 MPa) Concrete


Ultimatelbs. (kN)

Allowablelbs. (kN)

Ultimatelbs. (kN)

Allowablelbs. (kN)

Allowablelbs. (kN)

BBMD2550 ¹³⁄₁₆-⁷⁄₈

¹⁄₄

2(51)

7¹⁄₂(191)

8(203)

9,320(41.5)

2,330(10.4)

3,210**(14.3)

800**(3.6)

940(4.2)

³⁄₈2,105(9.4)

¹⁄₂3,750(16.7)

BBMD3762 1¹⁄₈-1³⁄₈

³⁄₈

2(51)

7¹⁄₂(191)

8(203)

10,540(46.9)

2,635(11.7)

3,440**(15.3)

860**(3.8)

2,105(9.4)

¹⁄₂3,750(16.7)

⁵⁄₈5,875(26.1)

BBMD6275 1³⁄₁₆-1³⁄₈

⁵⁄₈ 2(51)

7¹⁄₂(191)

8(203)

12,360(55.0)

3,090(13.7)

3,445**(15.3)

860**(3.8)

5,875(26.1)

³⁄₄8,460(37.6)

Metal Deck Insert: Tension Loads in Normal-Weight or Sand-Lightweight Concrete over Metal Deck

ModelNo.

RodDia.in.

FMMax. Nominal

Pipe Sizein.

ULMax. Nominal

Pipe Sizein.

BBWF2550¹⁄₄ N/L 4³⁄₈ 4 4¹⁄₂ 8 8

BBWF3762³⁄₈ 4 4¹⁄₂ 8 8⁵⁄₈ N/L 8

BBWF6275 ⁵⁄₈ N/L³⁄₄

Wood Form Insert: Factory Mutual andUnderwriters Laboratories Pipe Size Limits

ModelNo.

RodDia.in.

FM Max. Nominal Pipe Size UL Max. Nominal Pipe SizeInstall in

High Flutein.

Install inLow Flute

in.

Install inHigh Flute

in.

Install inLow Flute

in.

BBMD2550¹⁄₄ N/L N/L 4 4³⁄₈ 4 4 4 4¹⁄₂ 8 N/L 8 4

BBMD3762³⁄₈ 4 4 4 4¹⁄₂ 8 N/L 8 4⁵⁄₈ N/L N/L 8 4

BBMD6275 ⁵⁄₈ 12 N/L 12 N/L³⁄₄ 12 N/L 12 N/L

Metal Deck Insert: Factory Mutual and Underwriters Laboratories Pipe Size Limits

** Simpson has determined that it is appropriate to revise these values. Installations built in accordance with prior published load values will still achieve the prior published allowable load due to the factor of safety used in the original load values.



Page 1.35


Part No. Threads Recommended Load Wt./C Ft. (3048.0 cm)& Size Per Inch Lbs. kN Lbs. kg

ATR 1/4” 20 240 (1.07) 12 (5.44)

ATR 5/16” 18 400 (1.78) 19 (8.62)

ATR 3/8” 16 730 (3.24) 29 (13.15)

ATR 1/2” 13 1350 (6.00) 53 (24.04)

ATR 5/8” 11 2160 (9.60) 89 (40.37)

ATR 3/4” 10 3230 (14.37) 123 (55.79)

ATR 7/8” 9 4480 (19.93) 170 (77.11)

ATR 1” 8 5900 (26.24) 225 (102.06)

ATR ALL THREADED ROD• Available in 36” (91.4 cm), 72” (182.9 cm), 120” (304.8 cm), 144” (365.7 cm) lengths• Safety Factor of 5 on recommended load• Standard finish: Zinc-Plated, Stainless Steel Type 304

B655 ROD COUPLINGB656 REDUCER ROD COUPLING• Load rating for each coupler meets

All Threaded Rod value• Standard finish: Zinc-Plated, Stainless Steel Type 304

BHR SERIES HOT RODS FOR TRAPEZE HANGERS• 12” length of threaded rod completely assembled with rod

coupling, locking hex nuts, square washer, and channel nut.• Standard finish: Zinc-Plated

RecommendedPart No. Size Load Length Wt./C

Lbs. kN Lbs. kg

B655-1/4 1/4”-20 240 (1.07) 7/8” (22.2) 1.9 (.86)

B655-5/16 5/16”-18 380 (1.69) 7/8” (22.2) 1.8 (.81)

B655-3/8 3/8”-16 730 (3.24) 11/8” (28.6) 3.6 (1.63)

B655-1/2 1/2”-13 1350 (6.00) 13/4” (44.4) 11.3 (5.12)

B655-5/8 5/8”-11 1810 (8.05) 21/8” (54.0) 17.6 (7.98)

B655-3/4 3/4”-10 2710 (12.05) 21/4” (57.1) 28.1 (12.74)

B655-7/8 7/8”-9 3770 (16.77) 21/2” (63.5) 57.2 (25.94)

B655-1 1”-8 4960 (22.06) 23/4” (69.8) 73.7 (33.43)

RecommendedPart No. Size Load Length Wt./C

Lbs. kN Lbs. kg

B656-3/8 x 1/4 3/8”-16 & 1/4”-20 240 (1.07) 1” (25.4) 3.7 (1.68)

B656-1/2 x 3/8 1/2”-13 & 3/8”-16 730 (3.24) 11/4” (31.7) 6.6 (2.99)

B656-5/8 x 1/2 5/8”-11 & 1/2”-13 1350 (6.00) 11/4” (31.7) 11.6 (5.26)

B656-3/4 x 5/8 3/4”-10 & 5/8”-11 1810 (8.05) 11/2” (38.1) 20.6 (9.34)

B656-7/8 x 3/4 7/8”-9 & 3/4”-10 2710 (12.05) 13/4” (44.4) 39.4 (17.87)

RecommendedPart No. Rod Size Load Wt./C

Lbs. kN Lbs. kg

BHR1225ZN 1/4”-20 240 (1.07) 41 (18.6)

BHR1238ZN 3/8”-16 730 (3.24) 63 (28.6)

BHR1250ZN 1/2”-13 1350 (6.00) 98 (44.4)

BHR1262ZN 5/8”-11 1500 (6.67) 148 (67.1)

Cha

nnel

Nut

s &

Har

dw

are

(BHR1225, BHR1238, and BHR1250 use combo nut washers instead of square washers and channel nuts)

Note: Based on use with 12 ga. channel.

Hardware

58

2.1 A - Thread Rod

Page 1.36

PH-11.11




Engineer: Remarks:

Submittal Date:

Notes 1:

Notes 2:

HANGER RODS

Fig. 146 Continuous Threaded Rod

Size Range:� 1⁄4" through 1 1⁄2" Stocked in six, ten, and twelve foot lengths. Other even foot lengths can be furnished to order.Material:� Carbon steel or Stainless Steel Gr 304Threads:� National Coarse (USS), rod threaded complete length.Finish:� q Plain or q Galvanized.Maximum Temperature:� 650° F.Ordering:� Specify rod diameter and length, figure number, name and finish.Note:� The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user.

Fig. 146:� LOadS (LbS) • WeighTS (LbS) • diMeNSiONS (iN)

Rod Size A

Threads per Inch

Max Load Weight per Ft.650˚ F

1⁄4 20 240 0.123⁄8 16 730 0.301⁄2 13 1,350 0.535⁄8 11 2,160 0.843⁄4 10 3,230 1.207⁄8 9 4,480 1.701 8 5,900 2.30

11⁄4 7 9,500 3.6011⁄2 6 13,800 5.10

Note: Other rod sizes available upon request. Class 2 fit is available upon request.

A

Length

2.1 A - Thread Rod

Page 1.37

Wedge Anchors

Description: The Galvanized ThunderStud wedge anchor consists of two pieces, permanently preassembled into a single unit.

The carbon steel rod is threaded for a portion of its length. The extreme end of the threaded portion is rounded to protect the threads

from damage while the anchor is being driven into the hole drilled in the concrete. The other end of the rod has a necked down

diameter, which runs for a short distance, at the end of which it tapers outwardly to the full diameter of the rod. A precision formed

universal clip made of carbon steel is permanently assembled around the necked down diameter to complete the anchor. Each

package contains the correct number of nuts and washers.

Approvals: Listed by Underwriters Laboratories (UL), Meets or exceeds U.S. Government G.S.A. Specifications FF-S-325

Group 11, Type 4, Class

MATERIAL STEEL STAINLESS SPECIFICATION STEEL STAINLESS

Stud AISI C12L14 303,304,316 ASTM A108,A510 A276,A479

Clip

AISI C1010-

10181037

304,316

FEDERAL

FF-SS325

GROUP II

TYPE

4,CLASS 1

A581,A582 FF-S-325

Washer AISI C1010-

1018

TYPE 18-8,316 PLATING ZINC QQ-Z-

325C

GROUP II

Nut

LOW

CARBON

ASTM A

563, GRADE

A

TYPE 18-8, 316

GALVANIZED

TYPE II

CLASS 3

ASTM A 307

CLASS C

TYPE 4, CLASS 1

PASSIVATED

ANCHOR MATERIAL COMPOSITION

Stamp on Anchor A B C D E F G H I J K L M N O P Q R S T U V W X Y Z

From 1-1/2 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 6-1/2 7 7-1/2 8 8-1/2 9 9-1/2 10 11 12 13 14 15 16 17 18

Length Up to

Anchor But Not 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 6-1/2 7 7-1/2 8 8-1/2 9 9-1/2 10 11 12 13 14 15 16 17 18 19

(Ins,) Including

LENGTH IDENTIFICATION SYSTEM

Installation: (1.) Drill hole into concrete with a carbide tipped masonry drill bit conforming to ANSI B94, 12-77, the same

size as the ThunderStud wedge anchor. If the fixture being fastened is in place and being used as a template to locate the

ThunderStud anchor, the mounting hole in the fixture should afford clearance for the universal wedge clip on the stud. (2.)

Clean hole, place the Thunderstud wedge anchor through the hole in the fixture or directly into the concrete and hammer it in to

the drilled hole until the threads are below the surface of the fixture/concrete. (3.) Turn the nut by hand until the unit is snugged

up. Tighten the nut with a wrench, approximately three or four full turns, to complete the fastening.

Anchor Length: Minimum embedment, plus fixture, plus nut and washer. The ThunderStud wedge anchor requires no

maximum hole depth. The depth of the hole in the concrete should be the length of the wedge anchor minus the thickness of

the material being fastened. This will result in some extra depth to accommodate a minor amount of concrete cutting which

may not be able to be cleaned out of hole

Anchor Spacing: The forces on a ThunderStud wedge anchor are transferred to the material that it is installed in. If the

anchors are installed too close together, it can cause an interaction of the forces, thus reducing the holding power of the

anchor. As a rule of thumb, the concrete anchor industry has established a minimum standard of ten (10) anchor diameters for

spacing between anchors and five (5) anchor diameters from an unsupported edge. When vibration or sudden impact are part

of the load condition anchor spacing should be increased.

Applications: Medium to heavy duty into concrete.

1

2.1 A - Wedge Anchors

Page 1.38

1-1/8 1170 1443 1771 1813 2773 2635

1/4 1-3/4 5-10 1841 1443 2408 1813 2773 2635

2-3/4 1975 1443 2748 1813 2830 2635

1-1/2 1631 4318 3636 5121 4448 6232

3/8 3 25-30 3229 4318 5653 5121 5975 6232

5 4075 4318 6328 5121 6360 6232

2-1/4 3999 7419 6714 9377 9616 9888

1/2 4 50-60 6336 7419 8942 9377 10192 9888

6 6902 7419 10175 9377 12064 9888

3-3/4 4999 8264 8747 12928 9760 16373

5/8 5 75-90 8854 8264 15590 12928 19802 16373

7 9381 8264 16710 12928 17732 16373

3-1/4 6638 12504 11314 17050 16230 22965

3/4 6 150-175 10084 12504 18408 17050 21092 22965

8 11170 12504 19805 17050 22522 22965

3-7/8 8392 18250 16354 20234 16801 23980

7/8 5-3/4 200-250 12064 18250 18250 20234 23404 23980

8-3/4 12784 18250 16850 20234 25575 23980

4-1/2 9773 23617 18250 27605 27460 28909

1 7-1/2 250-300 11890 23617 26726 27605 34960 28909

10 15590 23617 30491 27605 37840 28909

5-1/2 17550 32275 22971 42690 32368 55566

1-1/4 7 400-450 21050 32275 27845 42690 48366 55566

10 27893 32275 34788 42690 61272 55566

Anchor

Diameter

(in)

Embed.

Depth

Torque

Ft/Lb

2000

Tension

(LB)

PSI

Shear

(LB)

4000

Tension

(LB)

PSI

Shear

(LB)

6000

Tension

(LB)

PSI

Shear

(LB)

Values shown are average ultimate values and are offered only as a guide and are not guaranteed. A safety factor of 4:1 or 25% is generally accepted as a safe

working load. Reference should be made to applicable codes for the specific working ratio. *Tested by ATEC in accordance with ASTM E488-90 and ICBO

Minimum embedment for satisfactory anchor performance is 4-1/2 bolt diameters. Deeper embedment’s will yield higher tension and shear capacity.

TECHNICAL DATA

Wedge Anchors

1/4” all sizes 1/4” 1-1/8” 3/4”

3/8” x 2-1/4” 3/8” 1-1/2” 7/8”

3/8” 3/8” 1-1/2” 1-1/8”

1/2” all sizes 1/2” 2-1/4” 1-1/4”

*1/2” x 7” 1/2” 2-1/4” 1-1/4” 4”

5/8” all sizes 5/8” 2-3/4” 2”

*5/8” x 7” 5/8” 2-3/4” 2” 4”

*5/8” x 8-1/2” 5/8” 2-3/4” 2” 5”

3/4” all sizes 3/4” 3-1/4” 2”

*3/4” x 7” 3/4” 3-1/4” `2” 3-1/2”

*3/4” x 8-1/2” 3/4” 3-1/4” 2” 4-1/2”

7/8” 7/8” 3-7/8” 2-1/4”

1” 1” 4-1/2” 2-1/4”

1-1/4” 1-1/4” 5-1/2” 3-1/4”

Anchor Size Hole Size Minimum

Embedment

Standard Thread Length Extra Thread Length

*These anchors come with the standard thread length or with the extra thread length.

2

Page 1.39

Mec

hani

cal A

ncho

rs

The Strong-Bolt® 2 wedge anchor is the next-generation solution for cracked and uncracked concrete. Following rigorous testing according to ICC-ES acceptance criteria, the Strong-Bolt 2 anchor received classification as a Category 1 anchor, the highest attainable anchor category for performance in cracked concrete under static and seismic loading. Available in stainless steel, it is code-listed by ICC-ES under the 2009 IBC requirements for post-installed anchors in cracked and uncracked concrete.

FEATURES:• Category1anchorclassification: The Strong-Bolt 2 anchor received classification

as a Category 1 anchor, which is established by performance in reliability tests in accordance with AC193 and ACI355.2 test criteria. Category 1 is the highest attainable anchor category for reliability.

• Tri-segmentedclip: Each segment adjusts independently, increasing follow-up expansion should the hole increase in size as a result of a crack

• Dualembossmentsoneachclipsegment: Enables clip to undercut into the concrete thereby increasing follow-up expansion should a crack occur

• The3⁄8"anchorsolutionapprovedfor31⁄4"concretethickness: The Strong-Bolt 2 anchor can be installed in cracked concrete with a minimum thickness of 3 ¼", including concrete-over-metal decking

• High-strengthalloycliponcarbon-steelanchors: This special alloy clip offers improved performance

• Standard(ANSI)fractionalanchor: Fits most fixtures and installs with common drill bit sizes and tools

• Type316stainless-steelcliponstainlesssteelanchors: In addition to superior corrosion resistance, a stainless-steel clip offers “memory” that contributes to the anchor’s performance if the hole increases in size because of a crack

MATERiAl: Carbon-steel stud with special alloy clip; stainless-steel stud with stainless-steel clip

FINISH: Zinc-plated (carbon steel)

CODES: ICC-ES ESR-3037 (carbon and stainless steel in concrete); IAPMO ES ER-240 (carbon steel in CMU); City of Los Angeles RR25891; Underwriters Laboratories File Ex3605; Factory Mutual 3043442; Florida – Pending

TEST CRiTERiA:The Strong-Bolt 2 wedge anchor has been tested in accordance with the ICC-ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (AC 193) and ACI 355.2 for the following:• Static tension and shear loading in cracked and uncracked concrete

• Seismic and wind loading in cracked and uncracked concrete

• Performance in cracked concrete

• Performance in lightweight concrete over metal deck

iNSTAllATiON: •DonotuseanimpactwrenchtosetortightentheStrong-Bolt2anchor. Caution: Oversized holes in the base material will make it difficult to set the anchor and will reduce the anchor's load capacity.

•Drillaholeinthebasematerialusingacarbidedrillbitthesamediameterasthe nominaldiameteroftheanchortobeinstalled.Drilltheholetothespecified embedment depth and blow it clean using compressed air. Overhead installations need not be blown clean. Alternatively, drill the hole deep enough to accommodate minimum hole depth and dust from drilling.

•Assembletheanchorwithnutandwashersothatthetopofthenutisflush with the top of the anchor. Place the anchor in the fixture and drive into the hole until washer and nut are tight against the fixture.

•Tightentotherequiredinstallationtorque.

DESiGN EXMPlE: See pages 233–234

LengthIdentificationHeadMarksonStrong-Bolt®2WedgeAnchors(correspondstolengthofanchor–inches)Mark Units A B C D E F G H I J K L M N O P Q R S T U V W X Y Z

From in. 1 1⁄2 2 2 1⁄2 3 3 1⁄2 4 4 1⁄2 5 5 1⁄2 6 6 1⁄2 7 7 1⁄2 8 8 1⁄2 9 9 1⁄2 10 11 12 13 14 15 16 17 18

UpToButNotIncluding in. 2 2 1⁄2 3 3 1⁄2 4 4 1⁄2 5 5 1⁄2 6 6 1⁄2 7 7 1⁄2 8 8 1⁄2 9 9 1⁄2 10 11 12 13 14 15 16 17 18 19

InstallationSequence

Strong-Bolt®2WedgeAnchor

Simpson Strong-Tie ® Anchoring and Fastening Systems for Concrete and Masonry

C-SA

S-20

12 ©

2012

Sim

pson

Stro

ng-T

ie C

ompa

ny In

c.

96

Strong‑Bolt® 2 Wedge Anchor for Cracked and Uncracked Concrete

2.1 A - Wedge Anchors

Page 1.40

Mechanical Anchors

CarbonSteel-ZincPlated1

ComponentMaterials

AnchorBody Nut Washer Clip

Carbon Steel

Carbon Steel

ASTM A 563, Grade A

Carbon Steel

ASTM F844

Carbon Steel ASTM A 568

1. Zinc meets ASTM B 633, Class SC 1 (Fe / Zn 5), Type III.

StainlessSteel

ComponentMaterials

AnchorBody Nut Washer Clip

Type 316 Stainless Steel




MaterialSpecifications

1. TheinformationpresentedinthistableistobeusedinconjunctionwiththedesigncriteriaofACI318AppendixD.2. The clearance must comply with applicable code requirements for the connected element.3. For the 2006 IBC, do replaces da.4. For the 2003 IBC, fut replaces futa.

Strong-Bolt® 2AnchorProductData

Size(in.)

CarbonSteelModelNo.

316StainlessSteel

ModelNo.

DrillBitDia.(in.)

ThreadLength(in.)

Quantity

Box Carton

3⁄8 x 2 3⁄4 STB2-37234 STB2-372346SS 3⁄8 1 5⁄16 50 2503⁄8 x 3 STB2-37300 STB2-373006SS 3⁄8 1 9⁄16 50 2503⁄8 x 3 1⁄2 STB2-37312 STB2-373126SS 3⁄8 2 1⁄16 50 2503⁄8 x 3 3⁄4 STB2-37334 STB2-373346SS 3⁄8 2 5⁄16 50 2503⁄8 x 5 STB2-37500 STB2-375006SS 3⁄8 3 9⁄16 50 2003⁄8 x 7 STB2-37700 STB2-377006SS 3⁄8 5 9⁄16 50 2001⁄2 x 3 3⁄4 STB2-50334 STB2-503346SS 1⁄2 2 1⁄16 25 1251⁄2 x 4 1⁄4 STB2-50414 STB2-504146SS 1⁄2 2 9⁄16 25 1001⁄2 x 4 3⁄4 STB2-50434 STB2-504346SS 1⁄2 3 1⁄16 25 1001⁄2 x 5 1⁄2 STB2-50512 STB2-505126SS 1⁄2 3 13⁄16 25 1001⁄2 x 7 STB2-50700 STB2-507006SS 1⁄2 5 5⁄16 25 1001⁄2 x 8 1⁄2 STB2-50812 STB2-508126SS 1⁄2 6 25 501⁄2 x 10 STB2-50100 STB2-501006SS 1⁄2 6 25 505⁄8 x 4 1⁄2 STB2-62412 STB2-624126SS 5⁄8 2 7⁄16 20 805⁄8 x 5 STB2-62500 STB2-625006SS 5⁄8 2 15⁄16 20 805⁄8 x 6 STB2-62600 STB2-626006SS 5⁄8 3 15⁄16 20 805⁄8 x 7 STB2-62700 STB2-627006SS 5⁄8 4 15⁄16 20 805⁄8 x 8 1⁄2 STB2-62812 STB2-628126SS 5⁄8 6 20 405⁄8 x 10 STB2-62100 STB2-621006SS 5⁄8 6 10 203⁄4 x 5 1⁄2 STB2-75512 STB2-755126SS 3⁄4 3 3⁄16 10 403⁄4 x 6 1⁄4 STB2-75614 STB2-756146SS 3⁄4 3 15⁄16 10 403⁄4 x 7 STB2-75700 STB2-757006SS 3⁄4 4 11⁄16 10 403⁄4 x 8 1⁄2 STB2-75812 STB2-758126SS 3⁄4 6 10 203⁄4 x 10 STB2-75100 STB2-751006SS 3⁄4 6 10 20

CarbonSteelStrong-Bolt®2WedgeAnchorInstallationInformation1

Characteristic Symbol UnitsNominalAnchorDiameter

CarbonSteel3⁄8inch 1⁄2inch 5⁄8inch 3⁄4inchInstallationInformation

NominalDiameter da3 in. 3⁄8 1⁄2 5⁄8 3⁄4

DrillBitDiameter d in. 3⁄8 1⁄2 5⁄8 3⁄4BaseplateClearanceHoleDiameter2 dc in. 7⁄16 9⁄16 11⁄16 7⁄8

Installation Torque Tinst ft-lbf 30 60 90 150NominalEmbedmentDepth hnom in. 1 7⁄8 2 7⁄8 2 3⁄4 3 7⁄8 3 3⁄8 5 1⁄8 4 1⁄8 5 3⁄4EffectiveEmbedmentDepth hef in. 1 1⁄2 2 1⁄2 2 1⁄4 3 3⁄8 2 3⁄4 4 1⁄2 3 3⁄8 5

MinimumHoleDepth hhole in. 2 3 3 4 1⁄8 3 5⁄8 5 3⁄8 4 3⁄8 6Minimum Overall Anchor Length ℓanch in. 2 3⁄4 3 1⁄2 3 3⁄4 5 1⁄2 4 1⁄2 6 5 1⁄2 7

CriticalEdgeDistance cac in. 6 1⁄2 6 6 1⁄2 6 1⁄2 7 1⁄2 7 1⁄2 9 9 8

MinimumEdgeDistancecmin in. 6 7 4 4 6 1⁄2 6 1⁄2

for s ≥ in. — — — — — 8

Minimum Spacingsmin in. 3 7 4 4 5 7

for c ≥ in. — — — — — 8

Minimum Concrete Thickness hmin in. 3 1⁄4 4 1⁄2 4 1⁄2 5 1⁄2 6 5 1⁄2 7 7⁄8 6 3⁄4 8 3⁄4AdditionalData

Yield Strength fya psi 92,000 85,000 70,000Tensile Strength futa

4 psi 115,000 110,000Minimum Tensile and Shear Stress Area Ase in2 0.0514 0.105 0.166 0.270Axial Stiffness in Service Load Range -

Cracked and Uncracked Concrete β lb./in 34,820 63,570 91,370 118,840

Simpson Strong-Tie ® Anchoring and Fastening Systems for Concrete and MasonryC-

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Size Range: 1" (25.4mm) x 1" (25.4mm), 1" (25.4mm) x 11⁄4" (31.7mm) and 11⁄4" (25.4mm) x 11⁄4" (25.4mm) bracing pipe.

Material: Steel, hardened cone (or cup) point set screw

Function: For bracing pipe against sway and seismic disturbances, Functionsas a longitudinal brace connection when attached to a lateral brace pipe.Bracing connection must be positioned as close as physically possible to thebraced pipe (No more than 3" (76.2mm) away). Must be used only with Cooper B-Line/TOLCO bracing components. When used in conjunction with Fig. 1000,this combination bracing restricts piping movement in tension and compressionboth laterally and longitudinally.

Approvals: Included in our Seismic Restraints Catalog approved by the Stateof California Office of Statewide Health Planning and Development (OSHPD).For additional load, spacing and placement information relating to OSHPDprojects, please refer to the Cooper B-Line/TOLCO Seismic Restraint SystemsGuidelines.

Installation Instructions: Fig. 907 is a transitional component of alongitudinal 4-way sway brace assembly. It is intended to be installed with thelongitudinal and lateral "bracing pipes", Cooper B-Line/TOLCO structuralattachment fittings, Fig. 909, 910 and 980 and the Fig. 1000 Cooper B-Line/TOLCO "braced pipe" fitting, to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed.

To Install: Attach the Fig. 907 over the lateral "bracing pipe" to within 3" (76.2mm)of its position relative to the "braced pipe" connection. Adjust brace angle andtighten set screws until the heads bottom out on surface.


Order By: Figure number, bracing pipe sizes and finish.

Cooper B-Line, Inc.’s (“Cooper B-Line”) seismic bracing components are designed to be compatible only with other Cooper B-Line bracingcomponents, resulting in a listed seismic bracing assembly. Cooper-B-Line’s warranty for seismic bracing components will be the warrantyprovided in Cooper B-Line’s standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the otherexclusions from Cooper B-Line’s warranty, Cooper B-line makes no warranty relating to Cooper B-Line’s seismic bracing components thatare combined with products not provided by Cooper B-Line.

Fig. 1000

ShownWith

Fig. 909

ShownWith

Fig. 980

Fig. 907 Can Be Attached On EitherSide Of The Pipe Being Braced

Fig. 907

Fig. 907 - 4-Way Longitudinal Sway Brace Attachment

Part Number Brace Pipe Size A B Max. Design Load Approx. Wt./100in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg)

907-1 X 1 1” x 1” (25 x 25) 43/4” (120.6) 43/4” (120.6) 655* (2.91) 103 (46.7)

907-1 X 11/4 1” x 11/4” (25 x 32) 53/16” (128.6) 413/16” (122.2) 655* (2.91) 107 (48.5)

907-11/4 X 11/4 11/4” x 11/4” (32 x 32) 53/8” (136.5) 51/4” (133.1) 655* (2.91) 109 (49.4)


* Load will accommodate up to 4” (100mm) pipe at maximum spacing.

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Size Range: 1" (25mm) bracing pipe. For brace pipe sizes larger than1" (25mm), use Fig. 980. Available with holes for 3⁄8”-16 thru 3⁄4”-10 fastener attachment.

Material: Steel, hardened cone point set screw

Function: The structural component of a sway and seismic bracing system.

Features: This product’s design incorporates a concentricattachment opening which is critical to the performance of structuralseismic connections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly thatfastener table load values are based only on concentric loading. Nothreading of the bracing pipe is required. Open design allows for easyinspection of pipe engagement.

Application Note: Fig. 909 is used in conjunction with the Fig. 1000,Fig. 1001, Fig. 4 (A) or Fig. 4L pipe clamp, and joined together with bracingpipe. Sway brace assemblies are intended to be installed in accordance withNFPA 13 (or Cooper B-Line/TOLCO State of California OSHPD ApprovedSeismic Restraint Manual) and the manufacturer’s installation instructions.The required type, number and size of fasteners used for the structureattachment fitting shall be in accordance with NFPA 13 and/or OSHPD.

Approvals: Underwriters Laboratories Listed in the USA (UL)and Canada (cUL). Included in our Seismic Restraints Catalogapproved by the State of California Office of Statewide HealthPlanning and Development (OSHPD). For additional load, spacingand placement information relating to OSHPD projects, please referto the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines.

Installation Instructions: Fig. 909 is the structural or transitionalattachment component of a longitudinal or lateral sway braceassembly. It is intended to be combined with the "bracing pipe"and Cooper B-Line/TOLCO "braced pipe" attachment, Fig. 1000, 1001, 4A,4B or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPDguidelines should be followed.

To Install: Place the Fig. 909 onto the bracing pipe. Tighten the set screwuntil the head bottoms out on surface. Attachment can pivot for adjustmentto proper brace angle.


Order By: Figure number, fastener attachment size and finish.

Cooper B-Line, Inc.’s (“Cooper B-Line”) seismic bracing components are designed to be compatible only with other Cooper B-Line bracingcomponents, resulting in a listed seismic bracing assembly. Cooper-B-Line’s warranty for seismic bracing components will be the warrantyprovided in Cooper B-Line’s standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the otherexclusions from Cooper B-Line’s warranty, Cooper B-line makes no warranty relating to Cooper B-Line’s seismic bracing components thatare combined with products not provided by Cooper B-Line.

Fig. 909 - No-Thread Swivel Sway Brace Attachment Component of State ofCalifornia OSHPD ApprovedSeismic Restraints System

Part Hole Size Brace Max. Design Max. Design Approx.Number D* Pipe Size A B Load Load w/Washer Wt./100

in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kN) lbs. (kg)

909-3/8 13/32” (10.3) 1” (25) 6” (152.4) 15/8” (41.3) 2015 (8.96) 2765 (12.30) 92 (41.7)

909-1/2 17/32” (13.5) 1” (25) 6” (152.4) 15/8” (41.3) 2015 (8.96) 2765 (12.30) 91 (41.3)

909-5/8 11/16” (17.5) 1” (25) 6” (152.4) 15/8” (41.3) 2015 (8.96) 2765 (12.30) 90 (40.8)

909-3/4 13/16” (20.6) 1” (25) 6” (152.4) 15/8” (41.3) 2015 (8.96) 2765 (12.30) 89 (40.4)

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Size Range: Pipe size to be braced: 1" (25mm) thru 6" (150mm) Schedule 10thru 40 IPS.* Pipe size used for bracing: 1" (25mm) and 11⁄4" (32mm) Schedule 40IPS. * Additionally (UL) approved for use with Allied Dyna Flow sprinkler pipeup to 2" as a restraint device. Maximum horizontal design load is 655 lbs.(2.91kN) Torque requirement is 6-8 ft./lbs. (8-10Nm)

Material: SteelFunction: For bracing pipe against sway and seismic disturbance.Features: Field adjustable, making critical pre-engineering of bracing pipeunnecessary. Unique design requires no threading of bracing pipe. Can beused as a component of a 4-way riser brace. Can be used as longitudinalbrace with Fig. 907. Steel leaf spring insert provided to assure installer andinspector necessary minimum torque has been achieved.Installation: Fig. 1000 is the "braced pipe" attachment component ofa lateral sway brace assembly. It is intended to be combined with the "bracingpipe" and Cooper B-Line/TOLCO structural attachment component, Fig. 980,910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/orOSHPD guidelines.To Install: Place the Fig. 1000 over the pipe to be braced, insert bracingpipe through opening leaving a minimum of 1" extension. Brace pipe can beinstalled on top or bottom of pipe to be braced. Tighten hex nuts until leafspring is flat. It is recommended that the brace angle be adjusted before hexnuts are fully tightened.Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada(cUL). Approved by Factory Mutual Engineering (FM). Included in ourSeismic Restraints Catalog approved by the State of California Office ofStatewide Health Planning and Development (OSHPD). For additional load,spacing and placement information relating to OSHPD projects, please refer tothe Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines.Application Note: Position Fast Clamp and tighten two hex nuts until leafspring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 isrecommended.Finish: Plain. Contact Cooper B-Line for alternative finishes and materials.Order By: Order first by pipe size to be braced, followed by pipesize used for bracing, figure number and finish.

Cooper B-Line, Inc.’s (“Cooper B-Line”) seismic bracing components are designed to be compatible only with other Cooper B-Linebracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line’s warranty for seismic bracing components will bethe warranty provided in Cooper B-Line’s standard terms and conditions of sale made available by Cooper B-Line, except that, inaddition to the other exclusions from Cooper B-Line’s warranty, Cooper B-line makes no warranty relating to Cooper B-Line’s seismicbracing components that are combined with products not provided by Cooper B-Line.

Lateral Brace

Fig. 1000 - “Fast Clamp” Sway Brace Attachment

UL Listed Design Load1” (25mm) thru 4” (100mm) pipe size - 2015 lbs. (8.96kN)

Schedule 10 & Schedule 40 Pipe

FM Approved Design Loads *1” (25mm) to 21/2” (65mm) pipe size - 600 lbs. (2.67kN)3” (75mm) to 4” (100mm) pipe size - 700 lbs. (3.11kN)


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Pipe Part Number & Approx. Wt./100 DesignSize 1” (24mm) Brace Pipe 11/4” (32mm) Brace Pipe Load

in. (mm) Lbs. (kg) Lbs. (kg) **

1” (25) 1000-1 X 1 71.6 (32.5) 1000-1 X 11/4 75.8 (34.4) UL & FM

11/4” (32) 1000-11/4 X 1 74.8 (33.9) 1000-11/4 X 11/4 79.1 (35.9) UL & FM

11/2” (40) 1000-11/2 X 1 77.8 (35.3) 1000-11/2 X 11/4 82.1 (37.2) UL & FM

2” (50) 1000-2 X 1 84.1 (38.1) 1000-2 X 11/4 88.4 (40.1) UL & FM

21/2” (65) 1000-21/2 X 1 90.2 (40.9) 1000-21/2 X 11/4 94.6 (42.9) UL & FM

3” (80) 1000-3 X 1 97.3 (44.1) 1000-3 X 11/4 101.7 (46.1) UL & FM

31/2” (90) 1000-31/2 X 1 104.0 (47.2) 1000-31/2 X 11/4 108.4 (49.2) UL & FM

4” (100) 1000-4 X 1 110.3 (50.0) 1000-4 X 11/4 114.6 (52.0) UL & FM

5” (125) 1000-5 X 1 123.1 (55.8) 1000-5 X 11/4 127.4 (57.8) --

6” (150) 1000-6 X 1 136.5 (61.9) 1000-6 X 11/4 140.8 (63.8) --

** See load ratings in UL Listed & FM Approved Design Load charts.

* The loads listed are axial loads on the brace. Thehorizontal load capacity, H, of the brace is: H = F xsin ?, where ? is the installation angle measuredfrom the vertical.

HardwareIncluded

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Dura-Blok™ Rooftop Supports

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SUPPORT BASES ONLY

• Base only - see chart for height, width and length.• 100% recycled rubber, UV resistant.• Load Rating - Ultimate Uniform Load (See Chart Below)*• Dura-Blok™ channel support is designed as an economical support for piping systems,

cable tray, HVAC equipment and many other applications. The Dura-Blok is UVresistant and suitable for any type of roofing material or other flat surfaces. Materialeffectively accepts screw fasteners for securing accessories.

* General Note: Consult roofing manufacturer or engineer for roof load capacity.The weakest point may be the insulation board beneath the rubber membrane.

DB SERIES SUPPORT BASE WITH B44 CHANNEL

• Base with 14 ga. (1.9mm) galvanized channel 1” high (25.4mm) -see chart for height, width and length.

• 100% recycled rubber, UV resistant.• Load Rating - Ultimate Uniform Load (See Chart Below)*• Dura-Blok™ DB-Series channel support is designed for superior support of

piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The Dura-Blok is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. (For pipe straps/clamps, rollers and roller supports that can be used with these Dura-Blok supports, see page 144)

• For sloped roofs use B634 adjustable hinge fittings (see Strut Systems catalog).

Height x Width x Length Wt./Each Load RatingPart No. In. (mm) Lbs. (kg) Lbs. (kN)

DB5 5” x 6” x 4.8” (127.0 x 152.4 x 121.9) 2.75 (125) 200 (0.89)

DB10 5” x 6” x 9.6” (127.0 x 152.4 x 243.8) 5.28 (2.39) 500 (2.22)

DB20 5” x 6” x 20.2” (127.0 x 152.4 x 513.1) 10.63 (4.82) 1000 (4.45)

DB30 5” x 6” x 30.8” (127.0 x 152.4 x 782.3) 15.99 (7.25) 1500 (6.67)

DB40 5” x 6” x 41.4” (127.0 x 152.4 x 1051.5) 21.34 (9.68) 2000 (8.89)

DB48 5” x 6” x 52.0” (127.0 x 152.4 x 1320.8) 26.70 (12.40) 2500 (11.12)


DBM 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 2.35 (1.07) 200 (0.89)

DBP 4” x 6” x 9.6” (101.6 x 152.4 x 243.8) 4.48 (2.03) 500 (2.22)


DB610 67/16” x 6” x 9.6” (163.5 x 152.4 x 243.8) 6.36 (2.88) 500 (2.22)

DB620 67/16” x 6” x 20.2” (163.5 x 152.4 x 513.1) 12.90 (5.85) 1000 (4.45)

DB630 67/16” x 6” x 30.8” (163.5 x 152.4 x 782.3) 19.45 (8.82) 1500 (6.67)

DB640 67/16” x 6” x 41.4” (163.5 x 152.4 x 1051.5) 26.00 (11.79) 2000 (8.89)

DB648 67/16” x 6” x 52.0” (163.5 x 152.4 x 1320.8) 32.55 (14.76) 2500 (11.12)

DB6 SERIES SUPPORT BASE WITH B12 CHANNEL

• Base with 12 ga. (2.6mm) galvanized channel 27/16” high (61.9mm) -see chart for height, width and length.

• 100% recycled rubber, UV resistant.• Load Rating - Ultimate Uniform Load (See Chart Below)*• Dura-Blok™ DB-Series channel support is designed for superior support of piping

systems, cable tray, HVAC equipment, walkway systems and many otherapplications. The Dura-Blok is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. (For pipe straps/clamps, rollers androller supports that can be used with these Dura-Blok supports, see page 144)

• For sloped roofs use B634 adjustable hinge fittings (see Strut Systems catalog).

DB20

DB10

DBP

DBM

DB30

DB610

DB620

DB630

2.1 A- Dura-Blok

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DB10 SERIES SUPPORT BASES WITH B22 CHANNEL

• Two (2) bases bridged with 12 ga. (2.6mm) galvanized channel15/8” high (41.3mm) - see chart for height, width and length.

• 100% recycled rubber, UV resistant.• Load Rating: 1000 lbs. (4.45kN) (Uniform Load)*• Dura-Blok™ DB10-Series channel support is designed for superior support of

piping systems, cable tray, HVAC equipment, walkway systems and manyother applications. The Dura-Blok is UV resistant and suitable for installationon any type of roofing material or other flat surfaces. (For pipe straps/clamps,rollers and roller supports that can be used with these Dura-Blok supports,see page 144)

Height x Width x Length Wt./EachPart No. In. (mm) Lbs. (kg)

DB10-28 55/8” x 6” x 28” (142.9 x 152.4 x 711.2) 13.16 (5.97)

DB10-36 55/8” x 6” x 36” (142.9 x 152.4 x 914.4) 14.36 (6.51)

DB10-42 55/8” x 6” x 42” (142.9 x 152.4 x 1066.8) 15.52 (7.04)

DB10-50 55/8” x 6” x 50” (142.9 x 152.4 x 1270.0) 16.45 (7.46)

DB10-60 55/8” x 6” x 60” (142.9 x 152.4 x 1524.0) 17.94 (8.14)

DBM SERIES SUPPORT BASE WITH RISER ROD & CLAMP

• Base with 3/8”-16 threaded rod and B3198H clamp -see chart for height, width and length

• 100% recycled rubber, UV resistant.• Load Rating” 50 lbs. (0.22kN) (Ultimate Load)*• Dura-Blok™ DBM-Series pipe/tubing support is designed for support of

single piping systems where elevation adjustment is needed. The Dura-Blok is UV resistant and suitable for installation on any type of roofing material or other flat surfaces.

Clamp Block -Height x Width x Length Height** Min.-Max. Wt./EachPart No. Part No.† In. (mm) In. (mm) Lbs. (kg)

DBM-1/2CT B3198HCT-1/2 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 9.69”-11.19” (246.1-284.2) 2.75 (1.25)

DBM-3/4CT B3198HCT-3/4 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 9.84”-11.34” (249.9-2288.0) 2.76 (1.25)

DBM-1CT B3198HCT-1 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 9.95”-11.45” (252.7-290.8) 2.84 (1.29)

DBM-11/4CT B3198HCT-11/4 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 10.13”-11.63” (257.3-295.4) 2.95 (1.34)

DBM-11/2CT B3198HCT-11/2 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 10.28”-11.78” (261.1-299.2) 2.96 (1.34)

DBM-2CT B3198HCT-2 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 10.53”-12.03” (267.4-305.5) 3.03 (1.37)

DBM-1/2 B3198H-1/2 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 9.86”-11.36” (250.4-288.5) 2.78 (1.26)

DBM-3/4 B3198H-3/4 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 10.06”-11.56” (255.5-293.6) 2.84 (1.29)

DBM-1 B3198H-1 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 10.14”-11.64” (257.5-295.6) 2.86 (1.30)

DBM-11/4 B3198H-11/4 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 10.25”-11.75” (260.3-298.4) 2.93 (1.33)

DBM-11/2 B3198H-11/2 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 10.42”-11.92” (264.6-302.7) 2.99 (1.36)

DBM-2 B3198H-2 4” x 6” x 4.8” (101.6 x 152.4 x 121.9) 10.66”-12.16” (270.7-308.8) 3.10 (1.41)


DB10-36

DB10-50

DBM-2CT DBM-1

† See Pipe Hanger Catalog for dimensions and specifications. ** From bottom of rubber block to center of pipe/tubing.

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Loosen hex nuts andslide plate under theflat washers

Retighten the hex nutswith plate in place

DBE SERIES SUPPORT BASE WITH ROD RISERS & CHANNEL

• Base with (2) 1/2” electro zinc all threaded rod risers - Top channel is 1” (25.4mm) tall.See chart for adjustable height x wide x length.

• 100% recycled rubber, UV resistant.• Load Rating” 200 lbs. (0.89kN) (To increase load capacity use load distribution plate

CLDP10)• Dura-Blok™ DBE-Series channel support is designed as a superior support of piping

systems, cable tray, HVAC equipment and many other applications where elevationadjustment is critical. The Dura-Blok is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. (For pipe straps/clamps, rollers and roller supports that can be used with these Dura-Blok supports, see page 144)


DBR SERIES SUPPORT BASE WITH ROD RISERS & PIPE ROLL

• Base with (2) 1/2” electro zinc all threaded rod risers and aB3114-31/2 pipe roll with sockets - base is 4” (101.6mm) high x 6” (152.4mm)wide x 9.6” (243.8mm) long. Overall height is 12” (304.8mm) from bottom ofbase to contact point on roller.

• Pipe roll & sockets for up to 31/2” (90) pipe sizes.• 100% recycled rubber, UV resistant.• Load Rating” 200 lbs. (0.89kN) (To increase load capacity use load distribution plate

(CLDP10)• Dura-Blok™ DBR-Series support is designed to support pipe up to 31/2” (90) nominal

size where difference in elevation is required and longitudinal movement is expected. The Dura-Blok is UV resistant and approved for installation on any type of roofing material or other flat surfaces.

Thickness x Width x Length Wt./EachPart No. In. (mm) Lbs. (kg)

CLDP10 11 Ga. x 15/8” x 91/2” (3.0 x 41.3 x 241.3) 0.53 (0.24)

Adjustable Height x Width x Length Wt./EachPart No. In. (mm) Lbs. (kg)

DBE10-8 51/2-8” x 6” x 9.6” (139.7-152.4 x 152.4 x 243.8) 5.68 (2.58)

DBE10-12 51/2-12” x 6” x 9.6” (139.7-304.8 x 152.4 x 243.8) 5.72 (2.59)

DBE10-16 51/2-16” x 6” x 9.6” (139.7-406.4 x 152.4 x 243.8) 5.76 (2.61)

CLDP10 LOAD DISTRIBUTION PLATE

• 11 ga. (3.0mm) steel plate with slots.• Dimensions: 15/8” (41.3mm) wide x 91/2” (241.3mm) long.• Dura-Blok™ CLDP10 load bearing stabilizer plate increases load ratings

for DBE Series and DBR Series by allowing the load from the threaded rods to be distributed over the length of the base instead of the point load where the rods attach to the base.

Adjustable Height x Width x Length Wt./EachPart No. In. (mm) Lbs. (kg)

DBR10-12 up to 12” x 6” x 9.6” (up to 304.8 x 152.4 x 243.8) 8.20 (3.72)

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DB__DS SERIES SUPPORT BASES WITH B22SHVERTICAL & HORIZONTAL CHANNEL MEMBERS

• Product is shipped unassembled.• Two (2) DB20 bases with 14 ga. (1.9mm) galvanized channel 1” high (25.4mm) -

Bases are 5” (127.0mm) high x 6” (152.4mm) wide x 20.2” (513.1mm) long.Vertical & Horizontal Riser Channels (SH Style) - 15/8” (41.3mm) x 15/8” (41.3mm) x 12 ga. (2.6mm)Fittings & Hardware - Electro-Plated Steel

• 100% recycled rubber, UV resistant.• Ultimate Load Rating: 1000 lbs. (4.45kN) (Uniform Load)*• Dura-Blok™ DB__DS-Series channel support with risers is designed for superior support of piping

systems, cable tray, HVAC equipment, walkway systems and many other applications. The Dura-Blok is UV resistant and suitable for installation on any type of roofing material or other flat surfaces.(For pipe straps/clamps, rollers and roller supports that can be used with these Dura-Blok supports,see page 144)


DB2318DS

DB2924DSDB5336DS

Length(overall)Width

(overall)

Height(overall)

B

B + 4.5” (114mm)

A

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