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AXIS X-X

Area of

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1.166

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S = Section modulus

R = Radius of'gyration

Beam and Column Loads Data.

'Channel Catalog Number

A-12

Beam Span :or:Uribraced

Uniform Load at Stress of

Deflection at Stress of

Colu•Alill Height

25,000 PSI (lbs.)

25,000 PSI (in.)

18" 24" 30" 36"

.031 .055 .086

2213 1680 1340

.125 .168 .225 .356

72' 84" 96" 120"

2213 1680 1340 1125 950 855 690 555 490 433 335

-594 .693 .915 1.382

1125 950 757 484 336

18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 120"

6530 4895 3800 3100 2700 2300 1930 1560 1360 1200 953

.018 .033 .050 .070 .097 .124 .203 .284 .393 .438 .680

42" 48" 60"

A-12A

.

Uniform Load (lbs.)

Maximum When Maximum Allowable.Load Deflection = 32

of Column (lbs.)

11300 9700 8850 8600 7550 6720 5800 4970 4250 3500 2100

247 189 121 6530 4895 3800 3100 2700 2300 1930 1560 1210 926 593

·

24340 21800 21500 21000 20600 19900 17950 15940 14750 12650 8000

.

Beam loads: Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load at table by .5 and multiply the deflection by .8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of *.

Column loads: Loads listed are•.or unbraced heights as listed. Modulus of elasticity = 29,000,000 PSI. Slotted or

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Elements of Section Channel

AXIS Y-Y

AXIS X-X

Area of

Catalog Number

Weight lbs./ft.

Section Sq. In.

•(in.4)

S(in.3)

R(in.)

1(in.4)

C-12

1.27

.375

.032

.066

.291

C-12A

2.54

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.148

.182

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1 = Moment of inertia

.

S(in.3)

R(in)

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.155

.577

.252

.311

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R = Radius of gyration

S = Section modulus

Beam and Column Loads Data Channel Catalog Number C-12

Beam Span or Unbraced Column Height

Uniform Load at Stress of 25,000 PSI (lbs.)

18" 24" 30" 36"

760 555 450 370 320

.058 .103 .150 .230 .300 .409 .644 .925

700 506

6700 6250 5300 4100 3950 2720 1950 910 665

120"

275 223 185 157 137 109

1.220 1.649 2.574

365 240 185 136 86 58 43 34 20

18" 24" 30" 36" 42"

1270 1270 1215 1012 870

.026 .051 .090 .136 .180

1270 1270 1130 1013 840

15890 15700 14720 13660 13050

48" 60" 72" 84" 96" 120"

759 607 506 432 380 302

.245 .381 .548 .743 .971 1.517

624 399 278 179 156 99

11530 9450 6780 4850 3750 2450

42" 48" 60" 72' 84" 96"

C-12A

Uniform Load (lbs.)

Maximum Deflection at Stress of When Maximum Allowable Load 25,000 PSI (in.)

Deflection = of Column (lbs.)

·

Beam loads: Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load at table by .5 and multiply the deflection by .8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of Column loads: Loads listed are for unbraced heights as listed. Modulus of elasticity = 29,000,000 PSI. Slotted or punched channel reduce load rating 10%.

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Elements of Section AXIS X-X

Area of

Channel Catalog Number'

Weight lbs./ft.

D-12 D-12A

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Section Sq. In.

i(inb)

S(in.3)

R(in.)

1(in.4)

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725

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4.94

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R = Radius of gyration

Beam and Column Loads Data Channel Catalog, Number D-12

Beam Span or Unbraced

Uniform Load at Stress of

Defiection at Stress of

Column Height

25,000 PSI (lbs.)

25,000 PSI (in.)

18"

.022 .039 .062 .088 .120 .154 .246 .354 .475 .626 .962

4400 3280 2650

7T 84" 96" 120"

4400 3280 2650 2180 1880 1620 1320 1100 930 820 645

335

10500 9800 9650 9000 8800 8150 6900 5850 5000 4450 3200

18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 120"

13000 9800 7700 6450 5450 4800 3850 3200 2750 2420 1920

.012 .021 .032 .047 .063 .083 .130 .187 .255 .335 .519

13000 9800 7700 6450 5450 4800 3850 3200 2750 2420 1846

18500 18450 18380 18300 18200 18100 17900 17550 16650 14800 9000

24" 30" 36" 42" 48"

60"

D-12A

Uniform Load (lbs.)

Maximum When Maximum Allowable Load Deflection = 9

2180 1880 1620 1320 930 684 523

of Column ( lbs.)

team loads: Loads listed are uniformly distributed, for loads concentrated at center of span multiply. uniform load at able by .5 and multiply the deflection by .8. When deflection is not a factor use stress of 25,000 PSI. When deflecon is a factor use deflection of *..

:olumn loads: Loads listed are for. unbraced heights as listed. Modulus of elasticity = 29,000,000 PSI. Slotted or unched channel reduce load rating 10%.

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Elements of Section AXIS X-X

Area of

AXIS Y-Y

Channel Catalog Number

Weight lbs./ft.

Section Sq. In.

1(in.4)

S(in.3)

R(in.)

1(in.4)

S(in.3)

R(in)

E-12

3.06

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1.111

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1.796

6.344

1.920

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1.078

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1 = Moment of inertia

S = Section modulus

R = Radius of gyration

Beam and Column Loads Data Channel Catalog Number

E-12

Beam Span or Unbraced

Uniform Load at Stress of

Deflection at Stress of

Column Height

25,000 PSI (lbs.)

25,000 PSI (in.)

Deflection =

36"

3700 2800

.069

3700 2800 2150 1750

48" 60" 72' 84" 96" 120" 144" 168" 192" 240" E-12A

72" 84" 96" 120" 144" 168" 192" 216" 240"

2150 1750 1500 1350 1100 880 750 650 530 5500 4900 4000 3200 2750 2320 2000 1790 1610

.125 .187 .264 .359 .482 .768 1.062 1.437 1.859 2.961 .145 .205 .250 .391 .581 .778 1.002 1.276 1.575

Uniform Load (lbs.)

Maximum When Maximum Allowable Load

1461 1118 716 497 365

of Column (lbs.)

10000 8000 7100 6620 5000 4780 4400

279 179 5500 4900 4000 3200 2750 2085

13000 11200 10000 8800

1597 1261 1022

Beam loads: Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load at table by .5 and multiply the deflection by .8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of 15..

Column loads: Loads listed are for unbraced heights as listed. Modulus of elasticity = 29,000,000 PSI. Slotted or punched channel reduce load rating 10%.

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PIPE CLAMPS Pipe Clamps for Rigid Conduit

:2

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Ei % 021

Catalog Number

O.D. .840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750

RIGD 1/2 RIGD 3/4 RIGD 1

RIGD 1'/4 RIGD RIGD RIGD RIGD

11/2 2 21/2 3

RIGD 3'/2 RIGD RIGD RIGD RIGD RIGD RIGD

4 5 6 8 10 12

Weight lbs./100 11 15 17 19 29 34 40 47 62 67 80 102 123 143 198

Metal Gauge

Design Load at Safety Factor of 5

16 14 14 14 12 12 12 12 11 11 11 10 10 10 10

400 600 600 600 800 800 800 800 1000 1000 1000 1000 1000 1000 1000

Pipe Clamps for E.M.I Catalog Number EMTC EMTC EMTC EMTC EMTC EMTC

O.D.

1/2 3/4 1 11/4 11/2 2

.706 .922 1.163 1.510 1.740 2.197

Weight lbs./100 9 11 15 18 29 33

Metal Gauge

Design Load at Safety Factor of 5

16 16 14 14 12 12

400 600 600 600 800 800

05

For 21/2 - 31/2 and 4, use same size rigid clamps.

Universal Pipe Clamps for Rigid and E.M.T. Catalog Number UNIV UNIV UNIV UNIV UNIV UNIV

1/2 3/4 1 11/4 11/2 2

O.D. .701 - .875 .917 - 1.081 1.125 - 1.375 1.500 - 1.691 1.735 - 1.931 2.192 - 2.400

Weight lbs./100 11 15 17 19 28 33

Metal Gauge

Design Load at Safety Factor of 5

16 14 14 14 12 12

400 600 600 600 800 800

Pipe Clamps for Copper Tubing O.D. Size Catalog No. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. Ft.1.*.1,F,5*•»-

6

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

3/8 1/2 5/8 3M 7/8 1'/8 13/8 15/8 21/8 25/8 3'/8 348 41/8 5'/8 6'h

Nominal Tubing Size

Weight lbs./100

Metal Gauge

Design Load at Safety Factor of 5

1/4 3/8 1/2 5/8 314 1 11/4 11/2 2 2112 3 31/2 4 5 6

8 8 9 9 10 14 15 17 30 35 39 48 65 75 96

16 16 16 16 14 14 14 14 12 12 12 12 11 11 10

400 400 400 400 600 600 600 600 800 800 800 1000 1000 1000 1000

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O.D. Tubing Clamps O.D. Size Catalog No. 1/4 3/8

Weight lbs./100 8 8

1/2 5/8 3/4 7/8 (Rigid 1/2) 1 ( Rigid 3/4) 11/8 11/4

9 9 11 15 16 18 16

13/• (Rigid 1 ) 11/2

17 18

15/8 (Rigid 11/4) 13/4

19 28

17/8 (Rigid 11/2) 2 21/8 21/4 23/8 (Rigid 2) 2112 25/8 23/4

28 31 31 33 34 35 35 38

2,/8 (Rigid 21/2) 3

40 39

31/8 31/4

39 45

33/8 3'h (RIGD 3) 35/8 33/4 37/8 4 (RIGD 31/2)

46 47 54 54 60 62

41/8 41/4 43/8 41/2(RIGD 4)

64 64 65 66

4% 43/4 47/8 5 51/8 51/4 53/8 51/2 55/8 (Rigid 5) 53/4 57/8

64 72 73 68 68 77 79 79 88 90 92

Metal Gauge

Design Load at Safety Factor of 5

16 16 16 16

400 400 400 400

16

400 400 600 600 600 600

16 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 10 10 10 10

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Metal Gauge

6 61/8

87 96

6•/4 63/8 61/2

98 96 100

10 10 10

65/8 (Rigid 6) 63/4

102 96

67/8

100

7 71/8 71/4 73/8 71|2

108 110 111

75/8 73/4 77/8 8 816 81/4 83/8 81/2 85/8 (Rigid 8) 83/4

110 111 120 122 124 125 114 128 123 122

8,6 9 91/2 95/8 10 103/4 (Rigid 10) 11 115/8 12 1244 (Rigid 12)

119 118 126 129 135 140 145 151 156 153

O.D. Size Catalog No.

600 600 800 800 800 800 800 800 800 800 800 800 800 800 800 800 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000

113 104

10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

Design Load at Safety Factor of 5

1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000

Larger and intermediate sizes available, consult factory.

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CUSHION CLAMP 0 Material - Clamp: Carbon Steel (Also available in Stainless Steel), Cushion: Thermoplastic elastomer.

12

o Available in tube sizes from 1/4" to 61/8", Pipe sizes from 1/4" to 6".

• Strut mounted clamp assembly absorbs shock and vibration.

1222* as Od

0 Reduces unwanted noise and prevents galvanic corrosion.

0 Cushion withstands the effect of most oils, chemicals and industrial cleaning compounds in temperatures -50° F thru 275° R 0 A shoulder stud fastened to one clamp half eliminates rotation and over tightening while a nylon insert nut assures a positive lock.Shoulder stud is furnished on all sizes from 1/4" O.D. thru 13/8" O.D. • Clamp comes in gold electro-dichromate finish (Also available in electro-galvanized and hot dip galvanized finish).

Cushion hinge design allows easy installation and is furnished on all sizes from 1/4" O.D. thru 15/8" O.D. o Order by Figure Number, O.D. or IPS pipe size.

SHOULDER STUD \ \ \

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Nominal S ize

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.25

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.27

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2

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2A5

1.15

3.04

3/8

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.82

.33

1.13

21/8

2.12

2.57

1.27

3.23

1/2

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.40

1.34

( IPS 2)

2.37

2.82

1.41

3.67

.54

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.43

1.34

21/2

2.50

2.94

1.46

3.79

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1.06

.46

1.54

2%

2.62

3.07

1.53

3.92

( IPS 3/8)

.67

1.13

A9

1.54

(IPS 21/2)

2.87

3.32

1.66

4.17

314

75

1.20

.52

1.68

3

3.00

3.57

1.78

4.42

( IPS 1/2)

.84

1.29

.58

1.82

31/8

3.12

3.57

1.78

4.42

1.00

1.44

.65

1.95

35/16

3.31

3.96

1.90

4.75

1.05

1.57

.70

2.08

( IPS 3)

3.50

3.95

1.97

4.79

11/8

1.12

1.57

.70

2.08

354

3.62

4.20

2.03

4.11

1114

1.25

1.70

77

2.21

(|PS 31/2)

4.00

4.45

2.28

5.42

1.31

1.76

.81

2.34

41/8

4.12

4.57

2.34

5.54

1 V8

1.37

1.82

.83

2.34

45/16

4.34

4.96

2AO

5.84

11/2

1.50

1.95

.90

2.47

( IPS 4)

4.50

5.95

2.53

5.92

1 5/8

1.62

2.07

.96

2.60

51/8

5.12

5.57

2.84

6.54

1.66

2.17

.99

2.73

( IPS 5)

5.56

6.01

3.06

6.92

13/4

1.75

2.20

1.02

2.73

6'h

6.12

6.57

3.34

7.54

UPS 1 'h)

1.87

2.32

1.09

2.86

( IPS 6)

6.62

7.07

3.59

8:23

( IPS 1/4) 5/8

1 ( IPS 3/4)

( IPS 1 )

(IPS 11/4)

8

A O.D.

•

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Cushion Strip • .2 .

.

'r... .

CUSHION STRIPS & (

NEOPRENE 9 , 9 :- .,IS0LATORS -- : , ':>5 ./1.

0 Material - Cushion strip Is manufactured from a thermoplastic elastomer, cushion strip is designed for·use from -50°F. • thru 275° R Neoprene isolator (Fig. N-10) manufactured from neoprene, nitrile and SBR rubbers. Neoprene isolator

11 1,

is designed for use from-20° F thru 190° R Features - Both cushion strip and neoprene isolators reduce unwanted noise and prevent galvanic corrosion

/2

i

Easy stocking - Cushion stri!5 and neoprene isolators are packaged in 20 foot rolls for convenience in handlirig and

22 : 08

storage: ·.

Easy measuring - The cushion strip is marked in 1/4" increments for fast measuring and cutting eliminating waste.

No-slip security- Lock lip. edges insure that cushion strip will remain in place with balance grip.

Clamps - Available,·electro-galvanized, gold'electro-dichromate, hot dip galvanized and stainless steel.

Order by product type.

Neoprene Isolator Tubing O.D.

Pipe, IPS

i/4

-,

3/8 1/2 5/8 314 7/8 1 11/8 13/16 11/4 13/8 11/2 1 5/8 144 17•8

1/4 3/8 1/2 314

1

11/4

l'h

2

2'•2 23h 27/8 3 31/2 4 492 51/8 51/2 61/8 61/2

Cu'ihion*Strip 7/8 S . ·· , · ...11/8 -t• '"'t 11/2 2 Th 3 31/4 35/8 3718

2 21/8 2/4 23/8

Cutting

Schedule for

212 3 31/2

4 4112 47/8 51/4 51/2 6 63/8 63A 71/4

·792 8 83/4 91/4 91/2

314

l'h 1% 2 23/8 23/4 31/8 31/2 344 37/8 4•/8 43/4 51/8 5112 57/8 61/4 65/8 71/8 Th 77/8 85/8 9 93/8

4

-44

11 125/8 141/8

5

151/2

16'/8 17'14

18'/2

191/4 2036

6

11 121/4

Cutting Schedule for Neoprene Isolator

\

Clamp Size

\

112 5/8 314 7/8 1 11/8 11/4 13/8

. t \

\

\

.

499,31 -

NEOPRENE PAD

11/2 11/2 1% 1 3/4

1 '/8

Cushion Strip

2 21/8 21/4

\

248 2112 25/8 23/4 3 31/8 31/4 33/4 41/4 4 44 548 53/4 648 644

\

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SPRING NUTS 2

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Nuts without Springs Catalog No. & Size

Threads perlnch

Weight lbs.MOO

NUT 1/4 NUT 3/8 NUT 1/2

20 16 13

7 9 11

13

11

NUT 3/4

11 10

NUT 7/8

9

14 12 20

95 021

NUT 1/2 "C" Channel NUT 5/8

Top Spring Nut

Catalog No. & Size

Threads per Inch

Weight lbs./100

20

7 10

TSN 1/4 TSN 3/8

16 13

TSN 1/2

12

Spring Nuts for A&B Channels

Catalog No. & Size

Threads perlnch

SPRA 1/4 SPRA 3/8

20 16 13

SPRA 1/2 SPRA 5/8

11 10 9

SPRA 3/4 SPRA 7/8

Weight lbs./100 8 10 12 21 21 21

11«

Spring Nuts for C&M Channels

Catalog No. & Size SPRC SPRC SPRC SPRC SPRC

Threads per Inch

Weight lbs./100

20 16 13 11 10

8 11 11 11 11

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

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Threads per Inch

Weight lbs./100

20

9 10

SPRD 1/4 SPRD 3/8 SPRD 1/2

16 13

SPRD 5/8 SPRD 3/4

11 10

\

14 16 15

Stud Nuts for D&E Channels Catalog No. & Size SPRM SPRM SPRM SPRM

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

Stud Length X X X X

(7/8) (7/8) (11/8) (11/8)

.-I

Studs are available in any length.

Specify length by changing sumx.

.-

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Standard available lengths are: 7/8", 1 1/8; 1 V:, 1'/," and 2'/,"

Channel Nut Load Chart Channel Size Resistance to slip Pull out strength

12 Gauge lbs.

14 Gauge lbs.

1500 2000

1000 1400

· Includes minimum safety factor of 3. · Chart is based on 1/2" channel nut size.

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FLAT FITTINGS e 15/8"

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SIZE INFORMATION

2•

Standard Series

: 021

Hole Size

9/16"

Hole Spacing

17/8" o.c.

Thickness

1/4"

Width

15/8"

Std. Finish

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est-' 4/> 1•

31/2"

WLD«

F-09

Cat.#

Bolt Size

Cat. #

Bolt Size

F-13

5/16"

F-14

3/8"

F-15

1/2"

F-16

5/8"

F-10

5/16"

F-11

3/8"

F-17

314"

F-12

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

F-18

7/8"

F-10, F-11 & F-12

F-13 - F-18

0 0

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F-20

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SIZE INFORMATION

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Standard Series Hole Size

9/16"

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17/8" o.c.

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1/4"

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15/8"

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<15 25/8" e

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AB 47/8" 678"

17/8"

15/8"

L-15

L-12 (3")

L-16 & L-17

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31/8" 578" 77/8" 9,/8"

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15/8"

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L-29 ( 37/8")

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Width

1 5/8"

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L-40

L-44

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SIZE'INFORMATION

/%

15/8"

Standard Series

27/16'

/%

Ja if 22

Hole Size Hole Spacing

17/8" o.c.

: 021

Thickness

114"

Width

1 5/8"

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0

:

13/16"

0

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05

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53/8"

53/8"

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U-10(A)

U-12(D)

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U-18

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length by changing

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325/32•

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314"

•61 7/8"

1/2" x'13 Thread

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U-30

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Standard Series

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11/8"

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15/8".] p<,7.

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Z-10(A)

U-34 SIZE INFORMATION

1'1/16" /

«21/2.

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A,

<A.• -4.

5" 6" 7"

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9/16"

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17/8" o.c.

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1/4" 15/8' .

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JO if 22

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17/8" O.C.

Thickness

1/4"

Width

: 021

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15/e" - - 17/8" t.w.

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12

Hole Size

9/16"

Hole Spacing

17/8 036 o.c.

Thickness

1/4"

Width

1 5/8"

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Pipe Rollers for Pipes up to 4"-4

Single Trolley

Double Trolley

ROL-10

ROL-11

ROL-12

Max. Recommended Load 300 lbs.

Max. Recommended Load 600 lbs.

Max. Recommended Load 400 lbs.

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Pipe Size 1 1'/ 1 '/2 2 2'h 3 3'h 4 5 6 8 10

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Part .

No.

Pipe . '° Dim. Size .A 13/,6 2 l'he 2'h 1'/,6 3 3'/2 1'/,6 1,11 4 5 171t8 11/16 6 19.

8 10 l'Vt* 12 211 16 14 TI 16 16 .

25/0 - 18 Tls 20 2Vs

ROL 1FA

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Pipe Rollers for Pipes up to 10"-4

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STEEL

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Part No. 2-3 4-6 8 - 10 12 - 14 16 - 20

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Dim. Dim. Max. Rec. D Load lbs.

C 3'/8 6'A 30 6'/• 390 311/,8 6'/• 3,5/,6 6,/a T/ 042 43/8 45116.

Tls 600 7,/s 5'1 'S 7V,8 10'/5 800 101/8 8'h 135/8 10 1300 105/8 15 12 1498 13'/, 04214'/s 2300 14'/,e 145/8

• Dim. Steel Design E Size Load Wt./100 1 9/16 1/4 x 1'/0 390 177 • 9/16 1/4 x 15/8 600 231 1 9/16 1/4 x 1'/, 800 542 • 13/16 3/8 x 2 1300 1040 1 13/16 3/8 x 2 2300 1508

\22<19 ROL-16 Pipe Rollers for 2"4 - 20"-+ Pipe Pipe Size 6 8 10 12 14 16 18

Dim. A 10'Vii 11'3/,6 12'/s 137/8 14'h 15'h 16'h

• 1 I ; , 1 I 1

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31'9 4 6.

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I

24

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Pipe Rollers for 16"-0 - 24"-+ Pipe

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-<

Max.. Fecodimended, load 600 lbs. Safety factor of 5. Based on 3000 lbs. concrete.

CONCRETE»INSERTS

»

.

314-

u, i#

-m

2=

: 08

7/8"

Fig. 310 Spot Insert IC, , 11/2" \ 313/16" 43/16" \

13/16"

8-12 Continuous Insert 12" - 20' 2000 bs. (on each ft. of length)

«9

•1<1" e

End Spot

CL-10 Closure Strip

Available in A, C&E channel sizes

Plastic Safety End Cap

0

Available in A, 8&C channel sizes

Steel End Cap

Electro-Galvanized

41 «,_..1 036. ,·. 2·.

fi16bsite Supply ..12"dili

-Il,L,/2.

25

..

. ....

: ., '..... + 2.. .- ft<Z>: : 1... ....S'

..,

:

......,5.

: · t.:.;.: 6(....... :253.:. tr:..... • k.

, M$F R.1 r:.9 -5.3

r...1,2 ....

f Beam Clamls,•: A:

'- AJobsite•:sup)*, Co., It I •,53,1619)·295,«00 Phone

'·.... ·:..... ·- 5 :.•7.z<'1*.•:•.: - (619) 295>6300 Fax •• ... - ../.':-.gred.1 ' 3*. 44. ...· *2-4: :af'.:. . .:... :.:.;42*...: ..1' 042 i» .... . . ...-6-JA.-, A- -(.. f.. 036-1.3,.

Tki: «t, :, £921}ilifi•.i,_sf:'.

I. --,

BEAM CLAMPS Max. recommended loads include a min. safety factor of 5. Standard finish is E.G.

12

JO i# 2•

A

1/2"-13 x l'h" Set screw included

Max. recommended loads when used in pairs.

: 08

b B

t

04

AB 3/8"

11/4"

- 1000 lbs.

1/2"

7/8"

- 1000 lbs.

9/16"0 .

11/2' b

BC-18 (3/8") BC-19(A) - 1000 lbs.

Specify bolt size

Specify channel by changing suffix

Max. recommended loads when used in pairs.

1/2"-13 x l'h" Set screw included

..1

15/8"

23/8

r

/ e e 31/4"

BC-20 - 600 lbs.

BC-21 - 600 lbs.

0

0

BC-23 Spreader Caps

26

Jobsite Supply

Max. Recommended Loads Channel Pull Size Slip Out A12 1000 800 lbs.

1"

.'.imJobsits,Supply COL i •*:3: (6119)329576100 Phone -

41-•r...:.I -2-.-: - j..51•.. I:....t

. t• -'i :'.

.:.-'.. 11:.2 :A' ..:.t :.... ... .L..,2 ...fr,..3," -. . 042; .. •t' r... _...., 042, 042..0422.- .ez . ·' : -....' , 042I ;,7-· ' - 'Iqo .:.

•-:--- ...•VWL. 2-:1960,--:.----&•112 .5 ·'.··· ...,-:.O-·32 -.52£..1-2.·. --...· ·

f 4'6' .(619)-29516300 FaR

BEAM CLAMPS

2

....

. *.3.. -f .

.

.

12

u, Fr

Max. recommended loads when used in pairs.

1

0..

(2) 3/8"*Hex nuts and Ubolts included

Max. recommended loads include a min. safety factor of 5. Standard finish is E.G.

1/2"-13 x 1'/2" set screw included

1

BeaAn Clamps K

·.S•'13.:

si m

i.=

: 08

&

Note: Install in pairs to complete proper assembly

\

BC-17(A) - 1200 lbs.

BC-16(A) - 900 lbs.

Specify channel by changing suffix

Specify channel by changing suffix Square U-bolt & hex nuts

Note: Install in pairs to complete proper assembly

Square 0-bolt & hex nuts

For use with 15/8" to 31/4" channel 331 3/8"0 J-hook &hex nut .

1/4.

For use with 13/16" to 1%"channel

3"

Wt./100 BC-70 BC-71

part No.

For Flange Width

BC-70 BC-71 BC-70 BC-71

4" - 578"

122

129

6" - 878"

129

136

BC-70 BC-71 BC-70 BC-71

9" - 11'/si

135

142

12"- 147/8.

141

148

5"

1/4' 3.

BC-70

BC-71 Square U-bolt & hex nuts

Note: Install in pairs to complete proper assembly

Square U.bolt & hex nuts

13/16" to,3 15/4' channel 33/

ip

3/8'0 ATR & hex nut

BC-72

-.

036.=

I--

0*

036

,3.

For use with 1 5/8" to 31/4" channel

5

For use with

1/4'

3/8"0 J-hook & hex nut

Part No. BC-72 BC-73 BC-72 BC-73 BC-72 BC-73 BC-72 BC-73

Wt./100 For Flange ATR Width Length BC-72 BC-73 4 042 202 4"-578" 216 6•-878"

6 042 206

220

9"- 11'/8"

9"

214

228

12"- 147/s'

12"

221

235

-

5.

.:.8 4.ii-.......

1/4' 3/8"0 ATR & hex nut

5

0-

/3.

»

\«

BC-73

036=== -I.----/.-*036=...,».-----I.------.

036,-=------

Jobsite Supply i../.i 042.·.·.

27

.

.1

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": 5

'222 4..· ...:51 Zi- "••.9, I ' I

6,..

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.: : 0424·k: i;......

.

90 '

./

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•1·-11. ·.t .·.-'.-.1-:.... 036-. ·- ...A..'.i..' -"-'taN•·'·-"- 042.-.:,'·' ';6..2••.1•••--:....+Z--s,

03641.

0. ::

NUTS & BOLTS

12

Max. recommended loads include a min. safety factor of 5. Standard finish is E.G.

»

u, i#

S m

/f

&.=

95 08

0

617 13/4" L-Jf

1"

%..

-693

.

M .-I M

Swivel Female

Swivel Male Cat.# Threads & Size perlnch SWM 3/8" 16 SWM 1 /2" 13 SWM 5/8" 11 SWM 3/4" 10

0

Cat.# Threads & Size per Inch SWF 3/8" 16 SWF 1/2" 13 SWF 5/8" 11 SWF 3/4" 10

Max. Rec. Wt. Load lbs. lbs./100 14 18 42 60

610 1130 1810 2710

Max. Rec. Wt. Load lbs. Ibs./100 13 610 1130 16 34 1810 45 2710

..i &..

...r-

0 *-• 3 2/4"

2:/4"

r .

-I-

.

0 // .-I Swivel Female Female

Swivel Male Female Cat.# Threads & Size per Inch SWMF 3/8" 16 SWMF 1/2" 13 SWMF 5/8" 11 SWMF 3/4" 10

............. -Il- I.-I.....=« ... ...- -, :.--'. '

28

Cat.# Threads & Size per Inch SWFF 3/816 SWFF 1/2' 13 SWFF 5/8" 11 SWFF 3/4" 10

Max. Rec. Wt. Load lbs. lbs./100 610 28 1130 36 78 1810 2710 112

...

Jobsite Supply

-

Max. Rec. Wt. Load lbs. Ibs./100 610 26 32 1130 68 1810 90 2710

-

..»» ,«»'t, 036 ... 036t,t'.-/....... . ......

.,

:49':•\:-,.

•:tor' JobsiteS,p/*'Co.'·, It,·:•.1, :

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.... ..: .:.....: r.. 4 . ..... .'2 ,-2.. .12:944.....1..

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-:.t•. 4.

t.-Brackets

....s -

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BRACKETS

>2\» 0

Max. recommended load 300 lbs. using A-12 channel A

(4) CENTER

.

o

HOLES ON- C:3

12" & LARGER ONLY

'•

0 12

A

m =

6" 8" 10" 12" 18" 20"

9/32"0 13/16'

BR-10 R&L (6") (Right hand showh) 13/16• (typ)

,-=

SIZE INFORMATION

: 03

Standard Series Hole Size i Std. Finish

9/16" E.G.

Max. recommended load 900 lbs. using A-12 channel Safety factor 21/2

A

1/8• L

0

f

2

Safety factor 2'h

3'

82/2' 101/2"

el

0

A

r

12'/2" 14'h" 22"

BR41 (12'W') 13/16"

lf.

Max. recommended load 1200 lbs. using A-12 channel 51/4'

161/2"

Safety factor 2'/2

0

1 : 3/

BR-12

43/4" e *

/

e

/

43/4"

Safety factor 2'h

e

57/8"

Max. recommended load 1200 lbs. using A-12 channel

Moment in inches-lbs. (of fitting only) using A-12 channel

0

BR-13

6300 lbs.

BR-14

13000 lbs.

e 7.12

0

./

BR-13

BR-14

For single A channel

For double A channel l

«Jobsite Subply :.:IiI.- 0422-

46.-4-74 ·:.

29

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:T*f</rid#kiei*•<re,Yr•r: 2*,•3*•,<- R

BRACKETS SIZE INFORMATION Standard Series

12

1/4. ArhA / -=%%:tr

40•=li

Hole Size

9/16"

Std. Finish

E.G.

A is available in any length.

Specify length by changing sumx.Max. recommended load (lbs) using A-12 channel

0 A 53/8'

loa

-A#•• •..,1 w

6"

1600

12"

800

18"

600

24"

450

BR-22 (6")

1\\

BR-16 (6")

'• 3/8"

/ rl

1800 1000 700 500 ---

1««0

-2000 1300 1000 800 650

04

Illu»

612•

3-

a

442\•••

4

BR-17 ( 12")

Safety factor 2'h

/0.

Max. recommended load (lbs) using A-12 channel

A

0 -A

/

A is available in any length. Specify length by changing suffix.

91

A

, Xs>cn

JU.I.*fricirBR-18 (6")

'1\

53/8.

BR-22 BR-17

47/8"

\•

A

Max. recommended load (lbs) using A-12 channel A

L

0

A is available in any length. Specify length by changing suffix.

6" 12" 18" 24" 30" 36"

31/2"

I•-

1/.'•%%%#P-1

Safety factor 21/2

BR-15 (6")

/91el-

1/4"••:4•

6"

1200

12"

600

18"

400

24"

300

31/2"

BR-19 (6")

Safety factor 2'h

7Al/4 7/16"

31/2"

0

1"

\1.

3" 4

BR-20

Safety factor 2'h

Max. recommended load 85 lbs.

30

Jobsite Supply

BR-21

.-/.1.- 1.,e. I ....4*.-1'/.4 - '...I . - .- ./ .. ... -

.

.

.--

I

.3.'=3.9 . :...2.

2, ..t355· ..• :·'.rt·i·.. '..:., .... 4:.... -:*. '..,. ...., ':.-. . - *7, 4:••265•619).295,'6100 Phone .'·i '036 .......:... .. ..."-7 . I .- 6..+Il.. .: . .......... . 4 J .'.-: + 9...;.,»t.M.. :. ..zy:: 9...,/ 4.... 'I..:i.:f'.: -3,-- 'll.1.: 042. ....,\ .-4.5.. 62:•6.,1•f). 39•6300'Fb f."'•..i.., , ./- 11.71, · . I .*s ·, i L' .'. t. >'· , .., ./ 90:··..: ;22 ':• .....,«74... ....._... ... ...4.,i 042"S 036'....a'..1 036.*.:-1,-6,1.W.- · .· _a*'· i -_I.Ci-'4 46--d:......, 042.• 0423.SS_1-#az... 042/

p.& a litit»«4** 90. '• I:ip,i; I

Plpe Strapi, s,,

STRAPS Order mounting hardware separately 5/16"-4 mounting holes (for 1 /4" hardware).

1 Hole Strap

f 12 11 •

Cat.# & O.D. Size

18 Ga. x 1 5/8"

22

\

STR 1/4"

: 08

STR 5/16" STR 3/8" STR 1/2"

41)

STR 5/8" STR 3/4" STR 7/8" STR 1"

2 Hole Pipe"Strap For all channel framihg systems and surface mounting

requirements.

Material: Carbon steel Finish: , Electro-Galvanized Cat. #: & Size 2 STR 1 /2" 2 STR 3/4" 2 STR 1" 2 STR 1'/4" 2 STR 1'/," 2 STR r S STR 2'/2' 2 STR 3" 2 STR 3'/2' 2 STR 4" 2 STR 52 STR 6' 2 STR 8'

Nominal Pipe Dia: 1/2' 3/4" 1.

1 7: 1 1/2' 2" 2'/2' 3" 3,/2.

4" 5" 6 042 8"

A 3" 3%& 3'/,I 37/."

43/,• 5'/*' 63/40 6'/s' 8" 8'/: 9,/41031,: 12'/2'

Bolt Size B 2 042 1/4" 2'/: 1/4" 1/4" 2'h' 1/4' 3'/,s31/zi 1/4" 3/8' 4'h' 5,/2, 3/8" 3/85"/,8' 6,1/ 036" 3/8' 3/8" r 3/8" TO 3/8" 9" 1/2' 113/,8.

\

Weight lbs./100 22 25 29 33 36 94 106 125 146 153 190 226 299

15/8" B A

Order mounting hardware separately.

Larger and intermediate sizes are available. Consult factory.

Jobsite Supply

31

. .:.

'• I •,9+ .fAllf ) Jobsite:Suppi• Co. 'i'., : // · •' .·,U .'..':*SY." ft:·lign" I • "7*:.-·ij··''fi4':6*·i, • • •7'.'· "•'• -A .. ..-. ·. .....:. .:e&- . t;.; ,· .Pt · • J•.2..3. (619)'295-6•100 Phone' "

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..... ..,. ..r.·,. ., 9.424, 042 .

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.·'.•

"

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19•'its.'•'3'•.r

-3.- 94

':• (619) 295,6300 Fax

. c

Decimals of a Foot 12

8 it : 08

Inch

0"

0 1/16 1/8

0 .0052 .0104

3/16 1/4 5/16

1"

2"

3"

.0833 .0085 .0938

.1667 .1719 .1771

.2500 .2552 .2604

.0156 .0208 .0260

.0990 .1042 .1094

.1823 .1875 .1927

3/8 7/16 1/2

.0313 .0365 .0417

.1146 .1198 .1250

W16 5/8 11/16

.0469 .0521 .0573

3/4 13/16 7/8 15/16

.0625 .0677 .0729 .0781

4"

91,

10"

11"

.7500 .7552 .7604

.8333 .8385 .8438

.9167 .9219 .9271

.6823 .6875 .6927

.7656 .7708 .7760

.8490 .8542 .8594

.9323 .9375 .9427

.6146 .6224 .6250

.6979 .7057 .7083

.7813 .7891 .7917

.8646 .8724 .8750

.9479 .9557 .9583

.5469 .5521 .5573

.6302 .6354 .6406

.7135 .7188 .7240

.7969 .8021 .8073

.8802 .8854 .8906

.9635 .9688 .9740

.5625 .5677 .5729 .5781

.6458 .6510 .6563 .6615

.7292 .7344 .7396 .7448

.8125 .8177 .8229 .8221

.8958 .9010 .9063 .9115

.9792 .9844 .9896 .9948

5"

6"

7"

.3330 .3385 .3438

.4167 .4219 .4271

.5000 .5052 .5104

.5833 .5885 .5938

.6667 .6719 .6771

.2656 .2708 .2760

.3490 .3542 .3594

.4323 .4375 .4427

.5156 .5208 .5260

.5990 .6042 .6094

.1979 .2031 .2083

.2812 .2891 .2917

.3646 .3724 .3750

.4479 .4557 .4583

.5313 .5391 .5417

.1302 .1354 .1406

.2135 .2188 .2240

.2969 .3021 .3073

.3802 .3854 .3906

.4635 .4688 .4740

.1458 .1510 .1563 .1615

.2292 .2344 .2396 .2448

.3125 .3177 .3229 .3281

.3958 .4010 .4063 .4118

.4792 .4844 .4896 .4948

8"

Decimals of an Inch

Fraction 1/32 1/16 3/32 1/8 5/32 3/16 7/32 1/4 9/32 5/16 11/32 3/8 13/32 7/16 15/32 1/2

32

:1.-

./ '.4 .t,r .... I ......

'•;1.•...__ -.I--· . .---..:.i..AZA Wl:-. ' . -2.· __ - ... - .:..... --,-2-6,9-4,- 036•.,.......1-..

Decimal

Fraction

.0312 .0625

W16

.0937 .1250 .1562 .1875 .2187 .2500

17/32 19/32 5/8

29/32 31/32

.9375 .9687

11/16 23/32 3/4 25/32 13/16 27/32 7/8

Jobsite Supply

.5312 .5625 .5937 .6250 .6562 .6875 .7187 .7500 .7812 .8125 .8437 .8750 .9062

21/32

.2812 .3125 .3437 .3750 .4062 .4375 .4687 .500

Decimal

15/16

.,Fidill-

- -, - /

.,1.At.Jobsitd:Supply Co.

, .=1=l/(6'f®295,61:do Phone '1-9:, i(619) 295'6300;Fax ....--»...

. I.

*.

. ... .. ......2.

::

1 . r.2.

'1<1•.1... -1

·e...

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3,•i': ':i, '..'-,=C'·•,·W.';

12.

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2

--:.'.LAOL.L.'A»':....21,1....1-1,12.. L•- •' : .il.,LE.,·•r•. _._ef.f.L. Li.-

..24

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',

5 Reference- :,2,

Steel Pipe Data Schedule 40 & 80

e Pipi Size

Sched.

No. 40

3/8 -

•

80 40 80

1/2 314 "·1

Wall..

Wt. Per Water Weight O.D. .,Thickness Foot per Ft./Lbs

-

' ·· - .091 .675 •:- -- ... · .126 ' .840

40 80 40 80

1.050

'

-

'

.567

Pipe Size

Sched.

No.

O.D.

Wt. Per' Wdter Weilht't Wall Foot 036 per. Ft.'Lbs., Thickness

5.563

.258 .375

.109..·« .850 .147. t:t 1.087

.132 .101

6

40 80

6.625

.280 .432

.113 ' .154 '

1.130 1.473

.230 .186

8

40 80

8.625

.322 .500

: 28.550 ·21.600 ' - 43.390,-- · 19.800 . . 40.480 · 34.100 64.400 ' '. 31.100

.133 -, .179«-

1.678 2.171

.374 .311

10

40 80

10.750 ...

.365 .593

.104 .191

2.272 2.996

.647 .555

12

40 80

12.750

.406 .687

.·145. .200....

2.717 3.631

.882 .765

14

40 80

14.000

1.452 1.279

16

40 80

16.000

2.072 1.834

18

40.

80

18.000

40 80

.1.660

l'h

40 . .80

··-1.906

8..660 7.870 -''

40 80

1.315'

1,4,

14.620 " 20.780

.083 .061

5

.738

'

18.970 · 28.570

48.500 44.000

63.00: ; "

58.500

.750

107.000

51.200

.500 .843

83.000 137.000

76.500 69.700

.563 .937 .593 1.031

105.000 , 171.000 ' 123.000 209.000

97.200 88.500 120.400 109.400

40 80

2.375

.154. '. 3.652 .218 · 5.022

2'12

40 80

2.875

.203 .276

5.790 7.660

3

40 80

3.500

.216 .300

7.570 10.250

3.200 2.860

20

40, 80

20.000

40 80

4.000

.226 .318

9.110 12.510

4.280 3.850

24

40 80

24.000

.687 1.218

171.000 174.200 297.000 . 158.200

•5.510 4.980

30 36

20 API

30.000 36.000

' .500 .500

158.000 190.000

2 ·' -

31/2 4

40 -·.•- 4.860 80

.237 ---10.790' .337 14.980

-, == 0 08

12.510 11.290

'53.600 88.60 ' .

.437

H 0 = .= m

286.000 417.000

Copper Tube Data Type K

Type L Nom. Tube Size

O.Di Tubing

1/4 3/8

3/8 1/3

1/2 5/8 3/4

5/8 3/4 7/8 ' 11/8

l'h 2 2%

1 11/4

3 31/2 4 5 6

', ·

O.D.

Wall Wt. Per Water Weight Thickness Foot per Ft./Lbs

Nom. Tube Size

O.D. Tubing 3/8 1/2

.375 .500

.035 .049

.145 .269

.032 .055

5/8 3/4

.625 .750

.049 .049

.344 .418

.094 .144

7/8 1'/8

.875 1.125

.065 .065

.641 .839 '

.188 .337

1 Ve 1%

1.375 1.625

.065 .072'

1.040 1.360

2% 2% 31/•

2.125 2.625

.083 .095

2.050 2.920 ·

1.310 2.000

35/8

3.125 3.625

.109 .120

4.000 .

5.120 '

2.960 3.900

41/8 5% 614

4.125 5.125 6.125

.134 .160 .192

6.510' 9.670 13.870.

5.060 8.000 11.200

.375 .500

.030 .035

.126 .198

.034 .062

1/4 3/8

.625 .750 .875

' .040 .042 ' .045

.285 .362

.100 .151

1/2 5/8

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.209 .357

1% 1%

1.375 1.625

.055 .060

.884 1.140

.546 .767

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2/8 25/8

2.125 2.625

.070 .080

1.75 2.480

1.341 2.064

2 2112

31/8 3%'

3.125 3.625

.090 .100

3.330 4.290

2.949 3.989

3 31/2

41/8 51/8 6'/6

4.125 5.125 6.125

.110 .125 .140

5.380 7.610 10.200

5.188 8.081 11.616

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Size Range - Size 1/2" thru 36" pipe.

Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield.

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

Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 3/4" thru 8". Conforms to Federal Specification WW-H-171 E, Type 1, and Manufacturers Standardization Society SP69, Type 1. Also available to accommodate rod schedule per National Fire Protection Association (NFPA) Pamphlet 13.

Maximum Temperature - 650°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel.

Pipe Size 1/2 3/4

STD

1'4 1'6 2 2'/2 3 3,/2 4 5 6 8 10 12 14 16 18 20

aS 3/8 3/8 3/8 3/8 3/8 1/2 1/2 1/2 5/8 5/8 34 3/4 7/8 7/8 1 1 1 1'4

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B

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3/8 3/8 3/8 W8 3/8 3/8 3/8 3/8 3/8 3/8 1/2 1/2 1/2 5/8 5/8 ----

2'/,6 2•/B 3,/4 3'/te 37, 47,e 55/16 51/,6 67,• 74 8,568 913/,6 129/,6 16'/4 19'/, 20,3/16 21% 247,6 26%8 31% 38Y8 48

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1• 2,/18 2'6 2% 2% 3/4 3'4 3% 4'/4 5,6 5,/2 7,4 95/8 11% 12%6 12'68 13"/,8 14'/,8 17'/2 21% 273/4

D

Max. Rec. Load Lbs.

Approx.

Wt./100

610 610 610 610 610 610 1130 1130 1130 1430 1430 1940 2000 3600 3800 4200 4600 4800 4800 4800 6000 9500

36 38 42 46 49 55 124 140 152 190 235 317 428 918 1143 1543 1925 2243 4161 4835 6940 18103

1 1

1,6 1,4 1,/2 1,6 1,/2 2 3'/4 3,6 3 036116 3'/, 3'A 4 4,/4 5 St

Fig. 1 CBS - Clevis Bolt Spacer

G3

Size Range - Size 1 ' thru 20" clevis hanger Material - Carbon Steel Function - Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event.

Installation Note - Fig. 1 CBS fits easily over the cross bolt and attaches by pinching tabs down.

Finish - Mil Galvanized Note - Available in HDG finish or Stainless Steel materials.

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il

A

Material -- Carbon Steel

I

Insulation Material - 3/16" felt

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noise and vibration in pipe or tube system.

Approvals - Underwriters' Laboratories Listed in the USA

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t

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Finish .- Plain C

Note -1When Fig. 1 F is,used for steel or other pipe types, . consult factory for propersize hanger. Available in Electro-

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Galvaniz6d and HDG'.finish or Stainless Steel..

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Fig. 1 F

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Weights 042

Pipe Size

STD

NFPA

B

C

D

Max. Rec. Load Lbs.

1/2 314 1

3/8 3/8 W8

3/8 3/8 3/8

27/.

31/16 3%

1 111/16

1'/e

1 1 1

610 610 610

36 38 43

1 1 1

610 610 610

47 50 56

Rod Size A

Approx.

Wt./100

11/4 116 2

3/8 3/8 3/8

3/8 3/8 3/8

3% 41/,0 41/2

21/,6 2%8 29/16

26 3 31/2

1/2 1/2 1/2

3/8 3/8 3/8

51/2 6%

31/16 3%6 39/te

1 11/4 11/4

1130 1130 1130

125 141 153

4 5 6 8

5/8 5/8 314 314

3/8 1/2 1/2 1/2

7% 8% 10 12%

41/16 51/16 5%6 615/16

11/2 11/2 11/2 2

1430 1430 1940 2000

191 236 318 429

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Adjustable Band Hanger

4040

Fig. 2NFPA - Adjustable Band Hanger with Reduced Rod 12

u, 12 ...0 m = A.= 95 08

Size Range- Size 2'/2" thru 4" pipe.

Material - Carbon Steel, Pre-Galvanized Function - Recommended for the suspension of non-insulated pipe or insulated pipe /4 A 1-1 . with Fig. 220 shield. / 114 \/ Fig. 2NFPA accommodates the reduced rod schedule of the National Fire Protection Association Pamphlet 13.

Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). <c...

1 V i 1 Factory Mutual Engineering approved. Conforms to Federal Specification ./.- 1 /«/ / - *.qi(/ I WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. /•/'.

Finish - Pre-Galvanized Note - Available in Stainless Steel materials.

Order By - Figure number, pipe size and material Dimensions Weights 042

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1

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Pipe Size

Rod Size

21/2 3 31/2 4 5 6

1/2* 112* 112* 5/8* 5/8** W4**

ABC 5% 6 73/8

41/4

1% 11/4 21/8 1%

4'A 51/4 5 61/8 61/2

7'/, 9 93/8

Max. Rec. Load Lbs. 600 600 600 1000 1250 1250.

2'.

1%

Approx Wt./100 1 Fig. 2 Fig. 2NFPA 41 45 '521 59..

97 139

3/8" nut is used when NFPA rod sizing is requested.

1/2" nut is used when NFPA rod sizing is requested.

Fig. 2F - Adjustable Band Hanger with Felt Lining

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Size Range - 1/2" thru 6' copper tubing Material - Carbon Steel, Pre-Galvanized Function - Recommended for the suspension of copper tube so as to prevent electrolysis. The felt lining also acts to reduce noise in copper or other pipe types.

Approvals - Unde,writers' Laboratories Usted in the USA (UL) and Canada (cUL). Conforms to Federal Specification WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10.

Finish - Pre-Galvanized Note - When used for steel or other pipe types, consult factory for proper size. Available in Stainless Steel materials.

Order By - Figure number and copper tube size Dimensions

11

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Weights 042

CopperTube Size

Rod Size

A

B

C

Max. Rec. Load Lbs.

Approx.

Wt./100

1/2 3/4 1

3/8 3/8 3/8

31/8 31/8 3%

2% 212 2%

1% 1 V0 1%

400 400 400

12 12 13

11/4 11/2 2 21/2 3* 3'/:*

3/8 3/8 3/8

3% 35 41/4

2'4 27/8 3

114 1

400 400 400

14 15 16

1/2 1/2 1/2

5% 6 7%

4'h

1% 11/2 1%

600 600 600

41 46 53

4*

5/8 5/8 314

73/8 9 9%

5 6'/e 616

1% 21/2

1000 1250 1250

60 98 140

56**

4 51/4

* 3/8" nut is used when requested. ** 1/2" nut is used when requested.

36

40 43 50 56 95 105

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Size Range - 1/2" thfu,8" pipe · Material ·- Carbon Steel; Mil. Galvanized to G90 specifications

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Features 042 (1/2" thru 2") Flared.edges ease installation for all pipe types and protect CPVC plastic pipe from abrasi6n. Captured"design keeps adjusting nut from separating with hanger. Hanger is easily installed.around pipe.

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Approvals - Underwriters' Laboratories listed (1/2" thru 8") irilthe. USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineerihg Approved (3/4". thru 8"). Conforms to Federal

1/2 THRU 2 INCH PIPE

•

2 1/2 THRU 8 INCH PIPE

Speclfigations WW-H-171 E'.Type 10'and Manufacturers Standardization Society SP-69, Type 10.

IL

Maximum:Temperature - 650° F Finish - Mil. Galvanized. For Stainless Steel materials, orderTOLCO 442 Fig. 200WON. Order By - Figure number and pipe size

1,) Dimensions Pipe Size

Rod Size Inch Maric 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 1/2 1/2 1/2

1/2 314 1

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

3'/: 4 5 6 8

8mm 8mm 8mm 8mm 8mm 8mm

or or or or or or

10mm 10mm 10mm 10mm 10mm 10mm 10mm 10mm 10mm 10mm 12mm 12mm 12mm

Weights 042

A

B

3'A

2% 2/2 254 27/8 26 3

31/, 3% 3%

3'A 41/2 5% 574 73/8 7% 91/8

10'/0 131/8

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· Max. Rec. Load Lbs. 400 400 400 400 400 400 600 600 600 1000 1250 1250 1250

Approx.

Length .

11 11 12 13 14 15 27 29 34 ' 35 66 73 136

37

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Fig. 3PVC - PVC Coated J-Hanger for Pipe or Conduit Size Range - 1/2" thru 12" pipe Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe, or insulated pipe with Fig. 220 shield. Side hole allows for wall mounting. Fig. 3F and Fig. 3PVC are designed to reduce noise and vibration and/or prevent electrolysis between pipe and hanger.

Approvals - Conforms to Manufacturers Standardization Society SP-69, Type 5.

Finish - Electro-Galvanized Note - Available in HDG finish or Stainless Steel materials.

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11/4 2

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212 3 31/2

1/2 1/2 1/2

413/16 514

4 5 6

5/8 5/8 3/4

61/8 6% 7%

8 10

7/8 7/8

9%6 10%

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Weights 042

B

C

D

E

F

Max. Rec. Load Lbs.

Approx.

Wt./100

2%

7/16 7/16 7/16

116 111/16

215/1e

1% 1% 1 15/16

11'/16

1 1V 6 21/8 2%6

400 400 400

18 21 22

31/4 39/16 311/ e

2 23/16 2118

7/16 7/16 7/16

21/16 27/16 2%6

2% 27/, 31/16

400 400 400

25 27 29

4'/16

21/16 29/16 2%

9/16 W16 9/16

3'/ 036

3'/*

3% 41/16 4%

500 500 500

64 72 84

3'/ie 3'/4

W16 W16 9/16

4% 51/18 513/16

5%6 5% 6%

550 550 600

138 162 249

9/16 W16

6,5/16 7%

8 91/8

760 760

291 315

2'A

39/18 315/,6 37/8

31/2

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( Fig. 4) Size 1/2" thru 30" pipe.

11 Ft

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Size Range - (Fig. 4F) Size 1/2". thru 2,/2" copper tubing

Exe

A

: 08

pipe sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce noise and vibration and/or prevent electrolysis: Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 3/4" - 8", and approved by Factory Mutual Engineering, 3/4" - 8". Federal Specification WW-H-171 E,

c

Type 4 03611/2" thru 24" and Manufacturers Standardization Society SP-69, Type 4. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and,placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

Note - When the Fig. 4 is used as a sway brace, to ensure performance, the UL Listing requires that it must be used with other TOLCO 442 brace products.

Fig. 4 ./. ,1

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Maximum Temperature - 750° F Finish - Plain

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-

Steel materials.

Order By - Figure number, pipe size and finish.

Order Note - When ordering Fig. 4F allow for 3/16" felt on each half of clamp.

Dimensions Pipe Size

A

B

C

D

1/2 3/4 1

3'/16 39/16 39/18

1/4 1/4 114

11/8 11/4 114

1'/•

1% 11/2 2*

43/16 49/16 59/,6

1/2 5/16 1/2

1% 1% 2

21/2' 3*

6'/16

3'A*

7"A

9/16 5/8 3/8

4 5 6

816 9% 11%

8 10 12 14 16 18

Fig. 4F Fig. 4PVC

Weights 042

Bolt Size

Max. Design Load Lbs. For Service Temp.

650° 750°F

Approx.

Wt./100

5/16 5/16 5/16

500 500 500

445 445 445

29 31 35

111/16 17/,

2'4

5/16 5/16 3/8

500 800 1040

445 715 930

40 42 93

21/2 2% 31/8

2% 31/16 3%

1/2 1/2 1/2

1040 1040 1040

930 930 930

126 141 154

5/8 314 3l4

3%6 3% 474

3'Y e 4% 516

5/8 5/8 3l4

1040 1040 1615

930 930 1440

229 261 537

13%6 161/2 181/2'

1 1 1

5% 71/4 81/4

6 71/4 81/4

3/4 7/8 7/8

1615 2490 2490

1440 2220 2220

625 1378 1574

20 23 250

· 1'6 11/8 11•4

9 10'/4 11'/,

9 10'/4 119.

7/8 7/8 1

2490 2490 3060

2220 2220 2730

2103 2314 3276

7

11/,

1%"

20 28 1% 121/2 121/2 114 24 331/2 1% 151/4 15'4 114 30 417/8 2 19 19 1% *Meets UL 203A requirements for attachment of sway bracing. Horizontal design load for

3060 2730 3863 3060 2730 5222 3500 3360 10511 1/2"-2' - 380#, 21/2" - 395#, 3' - 435#, 31/2" - 540#

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Fig. 6PVC - PVC Coated Riser Clamp Size Range - (Fig. 6) 1/2" thru 20" pipe (Fig. 6F) 1/2" thru 21/2" copper tubing

1% =

C/308

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Fig. 6F - Felt Lined Riser Clamp

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Fig. 6 - Riser Clamp

12

1,

04:. i.s'l'• 1 1- JobsitdiSup#8, Co. 13.

A

(Fig. 6PVC) 1/2" thru 6" pipe Material - Carbon Steel

,-\: * //. /.... / \..

1•7..

Insulation Material - ( Fig. 6F) 3/16" felt.

Function - Used for supporting vertical piping.

Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 1/2" - 8". Factory Mutual Engineering Approved, 3/4" thru 8".

Conforms to Federal Specification WW-H-171 E, Type 8, 3/4" thru 20" and Manufacturers Standardization Society SP-69, Type 8.

C/

B

Maximum Temperature - 650° F

Fig. 6

Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.

Order By - (Fig. 6 and Fig. 6PVC) pipe size and finish. (Fig. 6F) copper tube size and finish. ( Fig. 6F is available for Iron Pipe Size, consult factory.

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( 643\ , m I •..... 1 m /

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Weights 042

Pipe Size

A

B

C

Bolt Size

Max. Rec. Load Lbs.

Approx.

Wt./100

1/2 314 1

91/4 91/4 99/16

1/2 1/2 1/2

1'/a 11/8, 11/4

3/8 3/8 3/8

255 255 255

144 144 147

1% 11/2 2

911/16 10% 10%

1/2 1/2 1/2

1% 11/2 2

3/8 3/8 3/8

255 255 255

150 153 165

2'/2

11 12 13

5/8 5/8 5/8

3 3%

3/8 3/8 1/2

390 530 670

228 246 264

13'/2

3% 4% 47/8

1/2 1/2 1/2

810 1160 1570

347 385 564

3 31/2

2".

4 5 6

14'/2 1516

3/4 314 7/8

8 10

181/2 201/4

1 1

5% 7'/4

5/8 5/8

2500 2500

1017 1138

12 14 16 18 20

223/4 24 26 28 30

1 11/8 11/8 11/4 1W8

8% 9 101/4 11'/2 121/2

5/8 5/8 314 314 314

2700 2700 2900 2900 2900

1759 1922 3245 3372 3499

1

40

M M

4 LM.y,<-7/

Fig 6PVC Dimensions

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Fi 9 20 - Standard Pipe Strap Fig. 20S - Flush»Mount PipeiStrap

1

12

Si«,Range - 1/2" thru 8" pipe.

Material - Carbon Steel.

FA•ijn for supporting pipe with fittings vertically .......... - Recommended , or horizontally to walls or ceiling.· Fig. 2OS will support pipe flush with .'...... mounting surface.

App,tovals - Corlforms,tti»Fl•ralSpecification WW-H-171E, Type 26»d Manufacturdrs Sia'ndardizatiob Society SP-69, Type 26.

Finish - Plain.

Note» Ayailable in Electro-Galvanized and HDG finish or Stainless Steel matdrials.

Order By - Figure number, pipe size, material and finish.

....•i<. /

A-

/

Pipe Sizes 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2

A

BC

3,/8 4 49/18 415/16

5'/te 5% 61/4

6'/s

3/4 13/16 7/8 1 1%» 17/16

1"/0

4 5

7% 83/8 97/16

6

10'/2

2 21/4 21/2 31/16 3%

8

14

...4'/8

i ., Pipe Sizes , 1/2 3/4 1 1% 11/2 2 2/2 -·3'314 4 5 .

6 8

D

31/,e

1 9=

3'4

1%6 116

3%

3'/4 41/4 4% 51/4

5'/» eh 7

7'/0 8'/0 111/2

11fe 24 2%

3'4 3% 41/4 4% 513/16

6'/e 9

.4

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1

I *

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1

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Weights 042

: 08

li \.

Data Table for Fig. 20 Dimensions

1 11 Jit

/2\

•

1 \

\

Hole . Max. Rea ,Approx.

Size Load Lbs. Wt./100 7/16 7/16 7/16 7/16 7/16 7/16 7/16 7/16 7/16 9/16 W16 W16 11/16

410 410 410 410 410 410 610 610 610 725 725 725 900

16 21 26 30 33 38 102 118 130.

159 191 234 446

Data Table:for Fig. 20$

.. _. "....DimenbidA*,t.Wei•hts ..:...

Hole Max. Rec. Approx.

A B C. D Size ' Load Lbs. Wt./100 41/8 , 5/16. . 27/8 , 3/4 4%8 7/16 3 ·· 15/16 49/16 9/16 3% .11/8 415/,e 11/16 , 3% 18 '53/,6 iah 6. 41/4 1% r'21/* 1 1/1, _ 43/4 5% 6:4 67, 77/8 '8% 9'/te ..

10'/: 14

1'/,8

51/4, 1% , -5'6 6%.

1•8 7' 2/8 2% 71/5

4% 5%.

3'/,6

8'A

6'/,6

41/4

1116

8%

2% 3% 37/,

., 7/16, 7/16 7/16 7/16 7/16 7/16 7/16 7/16 7/16 9/16 9/16 W16 11/16

410 410 410

21 24 26

410 410 410 610 610 610 725 725 725 900

30 33 38 102 118 · 130 159 191.

234 446

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Fig. 50 - Side Beam Bracket

•a®

Size Range - 3/8" thru 7/8" rod

12

a if 2& : 021

Material - Carbon Steel Function - Recommended for attaching hanger rod to side of beams or walls.

Approvals - 3/8", Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual

B

»»/ A

Engineering approved.

Finish - Plain

A

Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.

/«>8

Order By - Figure number, rod size and finish

Dimensions Pipe Size 3/8 1/2 5/8 314 7/8

AB 2 2 2 21/2 21/2

3/4 3/4 3/4 314 3/4

./ 4,i 40 - -ij -

Weights 042

C

Hole Size

2 2 2 2/2 21/2

7/16 W16 11/16 13/16 15/16

Max. Rec. Load Lbs.

.»1

Approx.

Wt./100

700 700 700 1250 1250

35 35 32 110 100

\r

Fig. 52 - Six Hole Side Beam Bracket Size Range - 3/8" and 1/2" rod, 112" thru 31/2" pipe

H3 (4)

Material - Carbon Steel H1

Function - Recommended for attaching hanger rod to steel or wood beams.

/B

Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.

A

1»»'49 d »

Order By - Figure number, rod size and finish

fA Dimensions

Size W8 x 1/2 1/2 x 1/2

1«.

42

Weights 042 Hole Size

Pipe A 2 2

B 13/16 3l4

C 2 2

J \'/ C

H4

H-2

H-3

Max. Rec. Load Lbs.*

9/16 W16

7/16 W16

5/16 5/16

700 700

. «=,»,».-«»«. «. ....»i.,-......»...T'.... --I...

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Wt1100 35 34

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Fig. 58 - Threaded Side Beam Bracket Size Range - 3/8" rod, pipe sizes 1/2" thru'4"

'»

Material - Carbon Steel Function - Practical and economical bracket used to support piping from wood, concrete or steel beams.

/3

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41 i

Features - Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8" and 1/2" fastener bolts. Per NFPA 13: 1/2" thru 2" pipe requires 3/8" fastener, 21/2" thru 4" pipe requires 1/2" fastener.*

EE : 021

Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" pipe. *Note - Additionally UL has listed the Fig. 58 with fasteners as shown in table below.

Finish - Plain Note - Available in Electro-Galvanized finish.

2 - 1/4 x 2 Lag Bolts ' (No Pre-drilling) Up to 4 inch Pipe Per NFPA 1-Lag Bolt Up To 4 Inch Pipe

2-#16 x 2 Drive Screws 1/2 Thru 2 inch Pipe

Order By - Figure number and finish

e e Dimensions

Weights 042

0 e

Pipe Size

Qty.

Fastener Type

Material

2 2 21/2 - 4

2 1 1 2 2 2 2

#16 x 2 Drive Screws 3/8 Lag Bolt 1/2 Lag Bolt 1/4 x 1 1/2 Lag Bolt 1/4 x 2 Lag Bolts* 1/4 x 1 tek screws 1/4 x 1 tek screws

VVood Vvodd VVood VVood VVood 14 gauge 16 gauge

3'h 4 4 4

2 #14 x 1 Tek Type Screws _ Into Min. 16Ga. Steel \ / Up To 4 Inch Pipe -4/\ Bolt & Hex Nut / \ / J UpTo 4 u n / '9''

p-A

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* No pre-drilling required

Dimensions Pipe Size 1/2 thru 4

Rod Size 3/8

11/2

1!4*

F

Weights 042 Max. Rec. Load Lbs. 114 300

ABC 2%

426

/\/

Approx.

Wt./100 14

/

B•'1

i/'

444 S 00

A

C

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: 03

Dimensions

'r-,•:, 1 -#ii .

t'..

1

/0.4

Material - Carbon Steel Function - Recommended for the suspending of hanger rod from the center of an 1beam, equally distributing the load on both sides of the beam. Use with Fig. 102 Eye Rod, Fig. 101 Welded Eye Rod or Fig. 330 Weldless Eye Rod. Approvals - Conforms to Federal Specification WW-H-171 E, Type 21, and Manufacturers Standardization Society SP-58, Type 21.

Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.

Order By - Figure number, type, width of flange and finish.

1

... ,1

1

Fl- \- ! 1 /: il ..41 .....

=b- T.,·.........

A 1 d%:X P Y

I-

l'113«/\01

C Y

Weights 042

Types 1 thru 4

Approx. Wt./100

Flange Max. Flange Width Thickness Type 1

Type 2

7/16 112* 1/2 5/8 314 7/8 7/8 1 1 1 1

85 95 114 125 143 16 177 196 210 227 243

2 3 4 5 6 7 8 9 10 11 12

I.•

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....*...:.:..-•....i,C·4•,L.1•.----- .1?1-.- Z,g

Fig. 62 - Center Load Beam Clamp

12

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66 75 91 100 115 129 144 159 172 185 198

...»31'!

Type 3 Type 4 Type 5 Type 6 151 163 187 216 242 267 295 319 343 367

&54·57.

355* 382 435 452 484 510 583 625 667 709

470 536 558 606 659 721 773 826 879

634 667 728 767 861 913 982 1048 1115

-.11

• 11 ..........

- \,...

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1

..1

11.

B

Weights 042

A

B*

Bolt Size

Max. Rec. Load Lbs.

1 2 3 4 5 6

1/2 112 5/8 314 314 314

1% 1%

3/8 1/2 1/2 5/8 5/8 3l4

1000 1250 1500 3000 3250 3500

1'/,6

/

Types 5 and 6

Type

21/4 214 2V,6

./\

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A

* Maximum flange thickness type 1, 2 and 3= 7/16" Dimensions

..13

C

0

/1

* Not applicable for type 1 - 2" and type 3 - 2" flange widths.

3R

, 22/> / D

Fig. 64 - Steel ••C" Clamp with Locknut Size Range - 3/8" thru 7/8' rod Material - Carbon Steel Function - For attachment to 1-beams, channels, and wide flange beams where the thickness does not exceed 3/4". Hardened set screw secures 'C" Clamp to beam.

Approvals - Conforms to Federal Specification WW-H-171 E, Type 23 and Manufacturers Standardization.Society SP-69, Type 23.

Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.

Order By - Figure number, rod size and finish

//

h:..

*=•

Dimensions . Max. Pipe Size 2 31/2 5 6· *8

Rod Size .

A 3/8 1/2 5/8 3/4 7/8

Weights 042

B

C

D

2% 2% 2% 25/16 35/16

2% 23/8 2% 23/8 3

1 1 1 1 13/8

Max. Rec. Appra Load Lbs. Wt 11 0 400 400 550 630 1200

40 50 70 83 158

* Throat opening is 1:

-1

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Fig. 65 and Fig.»66 Reverdible C-Tyfe

036Beam Clamps 3/4" and 11/4" Throat Openings 12

e

Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod

®C®

Material - Carbon Steel with hardened cup point set screw and jam nut

: 08

Function - Recommended fot hanging from steel beam where flange thickness does not exceed 3/4" ( Fig. 65) Or 1 1/4" (Fig. 66).

4

B

Features - All steel construction eliminates structural deficiencies aisociated with ca§ting'type beam clamps. May be used on top or bottom flange of th6 beam. (Beveled lip allows hanging from top flange where c•earance is limited.) May be installed with set screw In up or down.pasition. Offset design permits unlimited rod adjustment by alldwing the. rod to be threaded completely through the clamp. Open design permits inspection of thread engagement.

Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canatia (cUL). Factory Mutual Engineering approved.

Conforms to Federal Specification WW-H-171 E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13,3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe.

• if 22

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Finish - Plain Note - Available in Electro-Galvanized and HDG finish.

Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885

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t

F.ig. 65 Dimensions Rod Size AB 3/8 1/2.

5/8

13/ie 11/2 11/2

C 3/4.

W4 3/4· '

Weights 042

D

E

1 1 1

7/16 9/16 9/16

.

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610 1130 1130

it'•1111

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Max. Rec. A prox.

Load Lbs.* t 28 55

55

-1

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* Max. loads fdr'clamp with set screw in up or down position. .

Fig. 65 Dimensions Rod Size A

B

C

3/8 1/2 5/8

1 3/16 11/2 11/2

11/4 114 11/4

D' 1 1 1

Weights 042

EF ·7/16 9/16 "9/16

1

11/* 1%

A Max. Rec. Approx.

Load Lbs.* Wt./100 610 1130.

1130

28 55.

55

* Max. loads for clamp witli set s'crew in up or down positton.

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Fig. 68 - Wide Throat Top Beam "C" Clamp w/Locknut

, ·-: ..

<S, .......

Size Range - 3/8" thru 3/4" rod

12

8 Jit

05 021

1

Function - For attachment to structural shapes requiring wider throat especially under roof with bar joist construction.

This clamp may be used in the set screw down position only.

1

Approvals - Factory Mutual Engineering approved for rod sizes 3/8" and 1/2". Conforms to Federal Specificatiqn WW-H-171 E, Type 23 and Manufacturers Standardization Society SP-69, Type 19.

E

Finish - Plain C

Note - Available in Electro-Galvanized finish.

.p

Order By - Figure number, rod size and finish Note - Do not over tighten set screw.

/

D

/

Fig. 68SS Stainless Steel Reversible C-Type Beam Clamps

D

3/4" and 11/4" Throat Openings

-D 1•F

Size Range - 3/8" and 1/2" rod sizes Material - All Stainless Steel (T-316 or T-304)

@

Function - Recommended for hanging from steel beams where flange thickness does not exceed 11/4" ( Fig. 68SS).

C

'-.

Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp.

Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved.

Conforms to Manufacturers' Standardization Society SP-69, Type 19. Meets or exceeds requirements 6f the National Fire Protection Association (NFPA), pamphlet 13,3/8" rod will support 1/2" through 4" pipe, 1/2" rod will support 1/2" through 8" pipe.

liA-

1

11 1--11

1

1

11

1

e

Order By - Figure number and rod size

@

Fig. 68SS

Dimensions

46

Pipe Size

A

1/2 - 4 5,6,8

3/8 1/2

Weights 042

BCDEF 21/16 21/4

2 2/4

3/4 13/16

11/4 1%

Q

11/3 1'4

Stock Size

Test Load

Approx.

Wt./100

3/8 x 11/2 1/2 x 2

1500 lbs.

4050 Ibs.

84 170

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Fig. 69/Fig 69R - Beam Clamp Retaining Strap

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Size Range - 3/8" thru 7/8" rod by 4" thru 16" length.* Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be

0

12

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expected. NFPA 13 requires the use of retaining straps with all, beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1.

2 62 : 08

Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind such as a hex nut or the beveled locking slot on the TOLCOTM Fig. 69R will provide a more secure reliable installation.

B

Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Stateeide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

tJA

Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1".

Dimensions

Weights 042

Type

Rod Size A

Hole Size

B

1

3/8 1/2 5/8 314 3/8-7/8

7/16 9/16 11/16 13/16 Specify

Specify Specifv Specify Specify Specify

2 3

1114 1113 0-I I I I

* Longer lengths are available, consult factory.

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Fig. 78 - All Steel Ceiling Plate

*

®C®

Size Range - 3/8" rod

22

Material - Carbon Steel Features - Attachment to wood beams, ceilings, metal decks or

u' 12

1= m

S=

c/3021

walls. Can also be welded to steel beams.

Approvals - Underwriters' Laboratories Listed in the USA (UL)

A

C

and Canada (cUL). Factory Mutual Engineering approved.

Additionally, (UL) has listed the Fig. 78 with fasteners as shown in

B

the table below.

Finish - Plain and Electro-Galvanized E

Note - Available in Electro-Galvanized and HDG finish.

Order By - Figure number, rod size and finish

D(2) Patent #5,702,077

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Pipe Size

Qty

FastenerType

Material

1/2 - 2 21/2 -4 1/2 - 2 1/2 - 2 1/2 - 2

2 2 2 2 2

#14 x 1 1/4 A-point hex-washer-head sheet metal screw 1/4 x 11/2 wood screws* 1/4 x 1 tek screws #14 x 11/4 A-point hex-washer-head sheet metal screw #14 x 2 A-point-hex-washer-head sheet metal screw

VVood VVood Metal (18 gauge) . Wood Wood thru 5/8' gyp board

* No pre-drilling Dimensions

Pipe Size

A

B

C

1/2 - 2 5-6

3

2'/e

1 'A

Weights 042

D

E

5/16 3/8 Consult factory for data

* Minimum safety factor of 5

1

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Max. Rec. Load Lbs.*

Approx.

Wt./100

150

15

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Fig. 83 - Isolator for Copper Tubing

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Fig. 84 - I.P.S. isolator Size Range - Fig. 83 - 3/8" thru 7" copper tubing; Fig. 84 - 3/8" thru 8' pipe Material - Pre-Galvanized steel and felt Function - A non-conductive felt lining serves to prevent electrolysis, dampen sound vibration and prevent transmission of sound to the building structure.

Finish - Pre-Galvanized Standard Steel Pipe Hangers for use with Isolators: Fig. 1 Clevis Hanger, Fig. 2 Band Hanger, Fig. 3 J-Hanger and TOL-Strut 442 Rigid or O.D. Pipe Clamps Order By - Figure number and nominal tube size

\

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Fig. 83 -Dimensions CopperTube Size 3/8 1/2 314 1 11/4 11/2

A

B

C

1 11/8 1% 1% 1•

11/4 11/4 11/4 1 1/4 11/4 1 1/4 11/4 1114 114 11/4 11/4

21/4 21/4 21/4

2'h 25/8 314 3%

2 212 3 31/2 4

4'4 57,

Hanger Size 3/4 3/4 1 1% 11/2 2 21/2 3 3 31/2 5

2'.

21/4 2/4 2/4 2/4

21* 21/4

2'.

Fig. 84 - Dimensions Pipe Size 3/8 1/2 3l4 1 11/4 11/2 2

2'/• 3 31/2 4 5 6 8

A

B

C

11/8 1% 116 1 13/16 21/8 .2% 2% 3% 4 41/2 51/2 61/2 7% 9%

11/4 11/4 11/4 114 11/4 11/4 11/4 11/4 11/4

21/4

1'/4 11/4 11/4 21/8

2'/8

Weights 042

2'l4 2'/4 2/4

2'.

21/4 21/4 3 3 3 31/2 4 51/2 5•

11/2 2 2 21/2 3 31/2 4 5 6 8 10

Clamp Size 11/8 114 1 1 th 1%

2'h 2% 31/8 3 31/2 5

Wt./100

0. D. 0. D. RIGD O.D. O.D. O.D. O.D. O.D. RIGD RIGD O.D.

4 4 4 6 1 10 12 13 15 28 44

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TOL-StrutTM Clamp Size 1 1 1% 11/2 2 2 2'/2 3 31/2 4 5 6 7% 9%

RIGD RIGD O.D. O.D. O.D. RIGD RIGD O.D. RIGD RIGD, RIGD RIGD O. D O. D.

1

Approx.

Wt./100

·

A

j

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Weights 042

Hanger Size 1 1 11/4

1

TOL-Strut 442Approx.

1

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f..'.

K, ./5====•

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(75..:I::

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El t:ist Fig. 98 - Rod Stiffener Size Range

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1.-1 .9.:... rt.. , 13 •! »,

Secures 3/8" thru 7/8" hanger rod l

Material - Carbon,Steel Function - Secures channel to hanger rod for vertical seismic bracing.

c ,/.4•

1

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Finish - Electro Galvanized Note - Available in HDG finish or Stainless Stiel materials: ..

Order By - Figure number

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Fig. 109 - Concrete Deck Insert .

""

0

3/8" thru 7/8" rod

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

Fig. 109 is approved for seismic brace attachments.

0

Approvals - Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development 3/8 - 3/4 INCH

(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

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

0

Note - Available in HDG finish or Stainless Steel materials.

0

Order By - Figure number, rod size and finish. Custom rod lengths are available. Consult factory.

CALIFORNIA BUILDING CODE STATES: 'ALL BOLTS SHALL BE ACCURATELY AND SECURELY SET PRIOR TO PLACEMENT OF CONCRETE...- FASTENERS OR JAM NUT MAY BE USED. TYPICAL FOR ALL APPLICATIONS. \ • .« .'41', • .. 036...fl

1 . .1. 51fl. lilI

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1114"

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11/2' rrSHEAR LOAD DESIGN- I DESIGN

0

7/8 INCH

•N 1 / •-DESIGN LOAD

l

11.-,-1---IGN LOAD. 1 DESIGN LOAD VERTICAL A

DESIGN LOAD VERTICAL B

DESIGN LOAD VERTICAL C

Design Load Chart for 3000 PSI Hard Rock Concrete Dimensions Design Load Vertical Rod SizeABC 3/8 1/2 5/8 3/4 7/8

1207 2043 1690 2321 2321

457 496 532 567 878

457 496 532 567 878

Design Load Chart for Light Weight Concrete

Weights 042

Design Load Shear

Dimensions Design Load 45°

De (in.)ABC

De (In.•

1 1.4 1.7 2 4

2 612 364 2 892 454 2 967 514 2.5 1217 597 3 1338 801

675 675 675 912 912 912 1148 1148 1148 1368 1368 1368 1596 1596 1596

Design Load Vertical Rod Size

ABC 385 454 514 567 801

3/8 1/2 5/8 3/4 7/8

ABC 905 1632 1268 1741 1741

343 372 399 426 656

343 372 399 426 656

Weights 042

Design Load Shear De (in.)

A

B

C

7/8 7/8 7/8 7/8 7/8

590 590 590 590 590

590 590 590 590 590

590 590 590 590 590

Design Load 45° De (In.)

ABC

2 547 307 2 828 323 2 852 337 21/2 1084 350 3 1178 439

32 37 41 4E 65

Note - To hold maximum design load the plate must be installed on top of deck ribs with anchor rod extending through bottom flute as shown in detail "A". Inserts can be positioned anywhere on the lower surfaces of metal deck as shown in details "B" and "C". Mounting holes are standard. If the plate is not mechanically secured to the deck ribs, a jamb nut is required to prevent the anchor bolt from laying over when concrete is poured. Design load vertical values are for vertical support applications only. Use Design Load 45° and Design Load Shear values for attachment of seismic bracing. Seismic brace attachments must be securely tight to the underside of concrete deck.

Structural Engineer shall verify adequacy of concrete or metal deck for the tabulated allowable loads. Minimum edge distance: 6 bolt diameters. Minimum distance between inserts: 12 bolt diameters.

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Fig. 109F - Concrete Insert

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Component of State of California OSHPD Approved Seismic Restraints System

12

Size Range - 3/8" thru 7/8" rod Material - Carbon Steel

/

12 Ir

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

IEEE : 021

Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL) for 3/8" and 1/2". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

B

e

A

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

Note - For rod sizes 5/8" - 11/2" refer to Fig. 107F. Available in Stainless Steel or HDG finish on request.

Order By - Figure number, rod size and finish.

Note - The Hex or Jam Nut has NO value in determining the loads. Their function is to assist in locking the Coupling snug to the bottom of the deck form preventing the concrete from leaking into the coupling threads. Any other suitable locking device may be substituted if desired.

f 44

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7/8 INCH ROD SIZE

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EDGE OF -/ CONCRETE

528.

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de MIN.

mm

=:== C3

MOUNTING HOLE FOR 042, • SECURING TO FORM

1/1

.1.

DESIGN LOAD 45"

6

ANCHOR BOLT ASTM A307

DESIGN LOAD-SHEAR

DESIGN LOAD-VERTICAL

Dimensions

Weights 042

Rod

Design Load Vertical

Design Load Shear

Size

Hard Rock

Lt. Wt.

Hard Rock

Lt. Wt.

Hard Rock

Lt. Wt.

Depth

3/8 1/2 5/8 314 7/8

1255 2321 780 1346 2321

735 1392 468 806 1392

978 978 1278 1278 1278

733 733 958 958 958

777 980 688 927 1166

525 679 445 619 803

31/2 31/2 4

Design Load 45°

"E" Embedment

4 4

De min. (in.)

2 2 2 21/2 6

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Fig. 309 - Concrete Insert 1-7/8 Material - Malleable Iron

12

Function - For use in concrete to attach 3/8" thru 7/8" hanger rod.

12 1#

Note - Other Manufacturers Insert Nuts are not necessarily compatible with TOLCOTM Fig. 309 (Concrete Insert). Therefore it is recommended that TOLCO Fig. 309N (Concrete Insert Nuts) be ordered concurrently with Fig. 309.

22 : 08

Approvals - Conforms to Federal Specification WW-H-171 E, Type 15 and Manufacturers Standardization Society SP-69, Type 15.

Finish

|

m»»2»1

»» h./ >

Plain

Note - Available in Electro-Galvanized finish

Dimensions Rod Size* 3/8-7/8

Weights 042 Max. Rec. Load Lbs.* 1140

Approx.

Wt./100 130

1-3/4 ADJ. / 3/8-1/2-5/8-3/4 • ROD SIZE

Insert Only * See Fig. 309N t Based on minimum safety factor of 5. Rating is subject to the condition that the concrete used is of sufficient strength to hold the insert.

ADJ. / • 7/81-3/16 ROD SIZE

Fig. 309N - Concrete insert Nut Size Range

3/8" thru 7/8" mach thread

Material - Ductile Iron Function - For use in Fig. 309 (Concrete Insert).

Note - Other Manufacturers Concrete Inserts are not necessarily compatible with TOLCO Fig. 309N (Concrete Insert Nuts). Therefore it is recommended that TOLCO Fig. 309 be ordered concurrently with Fig. 309N. Finish

e

Plain i.,1

Note - Available in Electro-Galvanized finish

Dimensions

Weights 042

Max. Rec. Approx.

Rod Size* Load Lbs.* Wt./100 3/8 610 20 1/2 1130 21 5/8 1140 20 3/4 1140 22 7/8 1140 21 t Based on minimum safety factor of 5. Rating is subject to the condition that the concrete used is sufficient strength to hold the insert.

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•1'.-**UBiti•L--•M:·L - -w. -,LE,_:•lli·,i.*__:iz.C.,----Fig. 310 - Steel Spot Concrete Insert Material - Carbon Steel

i

Function - Fig. 310 is for use as a structural attachment in concrete ceilings. Knockout plug 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.

i

ordered concurrently with Fi9; 310 (Spot Inserts).

i•

4,7

: 021

1-5/8

ee »

to lock and protect against vibration.

Note - Other Manufacturers Insert Nuts are not necessarily compatible with TOLCOTM Fig. 310 (Spot Inserts). Therefore it is recommended that TOLCO Fig. 31 ON (Spot Insert Nuts) be

U,=

2-1/8

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. Insdrt square nut (Fig. 31 ON) and run rod through nut until tight against to0 of insert, turn rod one-half turn

12

.

5/16 DIA. e

1-3/

Approvals - Conforms to Fuderal Specification WW-H-171 E, Type 19 and Manufacturers Standardization Society SP-69, Type 18.

Dimensions

Finish - Plain

Max. Rec. Load Lbs.* 600

Note - Available in Electro-Galvanized finish Order By - Figure number and finish. Order Fig. 31 ON (Spot Insert Nuts) separately.

Weights 042 Approx.

Wt./100 53

* Based on a straight pull of 600 lbs.

Fig. 31ON - Steel Spot insert Nut Size Range - 1/4" thru 7/8" mach thread Material - Carbon Steel Function - Fig. 31 ON is for use with Fig. 310 Spot Concrete Insert for means of rod attachment.

Note - Other Manufacturers' spot inserts are not necessarily compatible with TOLCO Fig. 31 ON (Spot Insert Nuts). Therefore it is recommended that TOLCO Fig. 310 (Spot Insert) be ordered concurrently with Fig. 31ON (Spot Insert Nuts).

Finish - Plain Note - Available in Electro-Galvanized finish

Dimensions

/1-'Al

rv

Approx.

Wt./100 8 13 12 11 10 9

-'.--

036

•11/4

«Li•*

Weights 042

Max. Rec. Rod Size Load Lbs.* 1/4 240 3/8 600 1/2 600 5/8 600 314 600 600 7/8 * Based on straight pull of 600 lbs. when used with Fig. 310.

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Fig. 110 - Standard U-Bolt with 4 Hex Nuts Size Range - Sizel/2" thru 36" pipe

12

2 1# 22 : 021

Material - Carbon Steel

,

Function - Recommended for support, anchor or guide of pipe.

/i

.......' -- .

....:

./

Approvals - Conforms to Federal Specification WW-H-171 E, Type 24 and Manufacturers Standardization Society SP-69 Type 24.

/

'

Maximum Temperature - 750° F

\

Finish - Plain

24041

. 1.

Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.

\ ..

-

....

.i

Order By - Figure number, rod size and pipe size. U-bolt can be furnished with longer tangents "D" or with longer threads "E".

Consult factory.

.....

./.--.

Note - When furnished with hot-dip galvanized, oversize hex nuts must be used.

F

/3 •

'=

A

B

E C

Dimensions

Weights 042

Rod Size A

Pipe Size

B

C

D

E

F

1/4 1/4 1/4 3/8 3/8 3/8

1/2 314 1

1W16 11/8 1%

1'6.

21/, 21/8 21/8

271=

1 '/4 1'4

1 "/6

2% 23/4 2% 2% 3 31/4

1/2 1/2 1/2 1/2 1/2 5/8 5/8 3/4 7/8 7/8 7/8 1 1 1 1 1

2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 30 36

2 27/16 2,5110 39/16 41/,8

4'/1, 5% 6% 8%

10'/8 12% 141/8 161/8 18'A 201/8 241/8 301/8 361/0

1% 1% 2'/ie 2%

2937/16

4'/,e 49/18 51/16

6'A PA 9% 115/8 13% 15 17 191/8 2116

25'6 31'/.

371/8

3% 4 41/4 41/2 5 61/8 71/8 8% 9% 101/4 11'/4 12% 13% 155/8 18% 21%

21/8 21/2 2/2 3 3 3 3 3 3% 33/4 4 41/4 41/4 41/4 4% 43/4 4% 4% 4%

25/16 23/32 2162 21/16 21/16 2%6

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2,4 21/4 27/32 213/16 213/18 3 31/4 31/4 31/4 3% 3% 3% 3% 3%

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Max. Rec. Load Lbs. for Service Temps.

650°F 750° F 485 485 485 1220 1200 1220 2260 2260 2260 2260 2260 3620 3620 5420 7540 7540 7540 9920 9920 9920 9920 9920

435 435 738 1090 1090 1090 2020 2020 2020 2020 2020 3230 3230 4830 6730 6730 6730 8850 8850 8850 8850 8850

Approx.

WL/100 11 12 12 28 30 33 85 93 101 110 124 200 230 486 790 850 935 1360 1476 1698 2027

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Dimensions Shield Size Inside Dia. (in.)

A 2.38 2.88 3.50 4.00 4.50 5.00 5.56 6.64 7.65 8.64 7.65 8.64 9.64 10.76 11.76 12.76 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 26.00 27.00 28.00

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12 12 12 12 12 12 12 12 12 12 18 18 18 18 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24

69 84 99 114 129 142 160 190 268 305 403 457 510 563 1018 1108 1190 1276 1359 1450 2124 2241 2358 2475 2592 2709 2862 3060 3177 3303

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371 442

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Component of State of California OSHPD Approve Seismic Restraints System

4" thru 18" beam width

Material - Carbon Steel Function - Seismic brace attachment to steel.

Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Comes completely assembled ready for installation. The Fig. 800 must be used with one of the TOLCOTM Fig. 900 series brace fittings (ordered separately).

Installation Instructions - Tighten set bolts against flange until bolt head breaks off. Tighten hex head bolts into clamp body until lock washers are fully flat.

Application Note - Allows bracing in either lateral or longitudinal direction.

Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

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SHOWN WITH FIG. 98( BRACE FITTING TO PIPE BRACE (ACROSS BEAM)

TOLCO Steel Fig. 65/66 components were used during structural testing and are required to achieve the listed results. Malleable iron components must never be substituted because of their serious potential for fracture and failure.

3 Dimensions

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Across Beam

1 2 3 4 5 6 7

4-6 6-8 8-10 10 - 12 12 - 14 14 - 16 16-18

1265 1265 1265 1265 1265 1265 1265

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Component of State of California OSHPD Approved Seismic Restraints System

Size Range One size accommodatesall TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs.

:2

Material - Carbon Steel Function - *To attach sway and hanger assemblies bracing to steel bar joist structural members..

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Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections.

NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding.

Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation.

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Q

Important Structural Note: The TOLCO Fig. 825 has significant UL established design loads, however, structural issues related to the steel joist member require restricted location Maximum Design Load 2015 Lbs. Weight/100 237.5 Lbs.

installation for all bracing. Steel Joist Manufacturers require that all earthquake bracing connections be within 6" of the cord panel point. Installation of the Fig. 825 must be limited to the outer third sections of the joist span.

For installations within the center third section of the joist span, use UL

UL Listed as Hanger Attachment 6" Pipe Max..

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To ensure performance. the UL Listing requires that the Fig. 825 must be used only with other TOLCO bracing products.

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fasteners. Permits secure non-friction connection without drilling or welding.

Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation.

Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For additional load, spacing and pla6ement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

Important Structural Note: The TOLCO Fig. 825A has significant UL established design loads, however, structural issues related to the steel joist member require restricted location installation for all bracing. Steel Joist Manufacturers require that all earthquake bracing connections be within 6" of the cord panel point. Installation of the Fig. 825A is not restricted to the two outer third sections of the joist.

For greater design loads, refer to TOLCO Fig. 825.

Maximum Design Load 1265 Lbs.

Finish - Plain Order By - Figure number and finish *Important Note - The Fig. 825A is precision manufactured to perform its function as a critical component of a complete bracing assembly.

To ensure performance. the UL Listing requires that the Fig. 825A must be used onlv with other TOLCO bracing products.

Patent #6,098,942 Bar joist shown attached to various roof materials •-

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Size Range - 1" bracing pipe. For brace pipe sizes larger than 1", use TOLCO Fig. 980.

Material - Carbon Steel, hardened cone point engaging screw

12

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Function - The structural combonent of a sway and seismic bracing system.

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Features - This product's design incorporates a concentric attachment opening whi6h is critical.to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading.

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B

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by the State of California Office of Statewide Health Planning and Development (OSHPD). For-additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

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Order By - Figure number, pipe size and finish.

Important Note - The Fig. 909 is precision manufactured to perform its function as a critical component of a complete bracing assembly.

To ensure performance. the UL Listina requires that the Fia. 909 must be used only with otherTOLCO bracing products.

NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS.

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Max. Design.

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Component of State of California OSHPD Approvet Seismic Restraints System

Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting.

Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 ( 1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. Fits multiple sizes of bracing pipe, strut or structural steel. Mounts to any surface angle. Break

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off bolt head assures verification of proper installation.

Application Note - Install per NFPA 13 and/or TOLCO State of California (OSHPD) Approved Seismic Restraint Manual.

Installation - Place bracing component into jaw fully and tighten bolt until head breaks off. '

A B

Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL).

Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

Note - The Fig. 980 Swivel Attathment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish.

Order By - Figure number and finish.

Important Note - The Fig. 98= is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fia. 980 must be used only with other TOLCO bracing products.

NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS.

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Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural steel up to 1/4" thick.

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Material - Carbon Steel Function - Multi-functional attachment to hanger rod, trapeze rod,

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Features - Fits multiple sizes of bracing pipe, strut or structural steel. Swivel allows adjustment to varioussurface angles. Break-away bolt head assures verification of proper installation torque. Unique "fast attach" yoke design allows

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Fig. 981 to be installed using hanger rods 3/8" through 3/4" in size. "Stackable" design allows installation of both- lateral and longitudinal braces, as well as opposing braces, to be easily installed on a single hanger rod, with no disassembly. The retrofit yoke has a visual verification of proper installation torque. Tighten existing hex nut down until the slight gap in the yoke assembly closes completely.

Approvals - Included in our Seismic Restraint Systems Guidelines, approved by the California Office of Statewide Health Planning and Development (OSHPD).

Finish - Electro-Galvanized Note - Available in Electro-Galvanized finish.

Order By - Figure number, rod size 3/8" thru 3/4" and finish.

US AND INTERNATIONAL PATENT APPLICATION IN PROCESS.

Dimensions AB

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3/8" thru 11/4" hanger rod bolt or fastener.

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Material - Carbon Steel

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Function - Cable attachment for sway bracing.

Attaches sway brace to structure or to hanger. To be used with 7x 19 strand core pre-stretched galvanized aircraft cable.

Features - Cable easily slides into oversized front arch opening. Breakaway hex nuts assure verification of proper installation. Will mount to any surface angle.

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Maximum Design Load Lbs. 975* 2050* 3150*

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Size Range- 1/8", 3/16" and 1/4" pre-stretched cable. Fits rod size 3/8" thru 3/4".

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Material - Carbon Steel Function - Cable attachment for sway bracing. Attaches sway brace to hanger rod. To be used with 7x 19 strand core pre-stretched galvanized

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Approvals - Included in our Seismic Restraint Systems Guidelines, approved by the California Office of Statewide Health and Development (OSHPD).

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Cable Diameter

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Maximum Design Load Lbs.

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Component of State of California OSHPD Approved Seismic Restraints System

Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40.* Pipe size used for bracing: 1" and 11/4" Schedule 40 IPS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6-8 ft. lbs.

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Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1000 is used in conjunction with a TOLCOTM Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly.

Features - Can be used to brace Schedules 7 thru 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as 4-way riser brace. Can be used as longitudinal brace with Fig. 907. All steel construction eliminates structural deficiencies associated with casting type sway brace fittings. Comes assembled and individually packaged with

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illustrated installation instructions - sizes are clearly marked.

Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved.

Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended.

Maximum Design Load 1" thru 4" pipe size - 2015 lbs.

6" size - 1265 lbs.

Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHP[)). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.

Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.

Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish.

Important Note - The Fig. 1000 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure Derformance. the UL Listing requires that the Fig. 1000 must be used only with other TOLCO bracing products.

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