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Page 1: Struts and Hangers

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lil ..962Job.site Supply Co. ... :

'•(619)29516100 Phdne • . -,

': 5- ·136ig) igs-616.d. F.M.':.. it...11-)--..-.21'. .i.,<:iI· 1 ... ...

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A-12 CHANNEL

0.-«e.,6

320/F-•:*-4.re-

. , \:\ 3,: 1/

W•-'•

Metal thickness is 12 Ga. (.105")

'Channel

Catalog

Number

A-12

1 = Moment of inertia

3/8" -

'..925

4- I

7

47. :.1-·'l ..h....

.:'' . ':• .l:: . I.- : 'I 'i .-'.'· I.- ,- '. I */.*.-

15/8"-

1-7/8"-1

•i•

C.G.

19/32

t.tX 15/8"

Ir LA-12

Elements of Section

S = Section modulus

Beam and Column Loads Data.

-'Yr

1IL_.J

4- 15/8'4

A-12A

Strut

R = Radius of'gyration

Beam Span Uniform Load Deflection Uniform Load (lbs.) Maximum

:or:Uribraced at Stress of at Stress of When Maximum Allowable.Load

Colu•Alill Height 25,000 PSI (lbs.) 25,000 PSI (in.) Deflection = 32 of Column (lbs.)

72'

84"

96"

120"

2213

1680

1340

1125

950

855

690

-594

.693

.915

1.382

2213

1680

1340

1125

950

757

484

336

247

11300

9700

8850

8600

7550

6720

5800

4970

4250

3500

2100

A-12A 18" 6530 .018 6530 · 24340

24" 4895 .033 4895 21800

30" 3800 .050 3800 21500

36" 3100 . .070 3100 21000

42" 2700 .097 2700 20600

48" 2300 .124 2300 19900

60" 1930 .203 1930 17950

72" 1560 .284 1560 15940

84" 1360 .393 1210 14750

96" 1200 .438 926 12650

120" 953 .680 593 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 deflec-

tion 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

punchedlchAnnel.reduce:load ratifig. 10%...-....�036.»....'lilI....."I'lilI.hI .i' . ........... '. '«·-' "t". · -:t,•• " ·-»•««i,•i..#--.•I#%�036,.»,•«:,«»·•. .«, ·,,-*.,.»,». *•-**�036-**/- . Y. �036.

Job6ite"Supply

4.-v

1:.D. f..bs /.3.'' ...'.·

..'.·�042-al...L.--11-. '.

Channel Area of AXIS X-X AXIS Y-Y

1%11:ir tti:t • tct•onn ,(in·4) Stin.,) R(in.) 1(in.4) S(in.3) R(in)

A-i2 1.89 .583 .188 .203 .581 .257 .316 .680

A.12A·,: 3.78-._ 1.166 .920 .566 .910 .514 .632.. .680

18" .031

24" .055

30" .086

36" .125

42" .168

48" .225

60" .356

555

490

433 189

335 121

.

1

-.-.·iAh=.si-.1.i,�036i

1 E/W.

1 5/8.

12

11 Ir2£Elod

1

Page 2: Struts and Hangers

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C-12 CHANNEL

Metal thickness is 12 Ga. (.105")

Channel

Catalog

Number

C-12

1 = Moment of inertia

18"

24"

30"

36"

3/8" -

-15/8"-

7/8"

1 f• 9132• •.468 1

U•T 1 1C.G. • X • 13/16•

.344 -1 Y

C-12

Elements of Section

AXIS X-X

S = Section modulus

Beam and Column Loads Data

Beam Span Uniform Load Deflection

or Unbraced at Stress of at Stress of

Column Height 25,000 PSI (lbs.) 25,000 PSI (in.)

42"

48"

60"

72'

84"

96"

120"

760

555

450

370

320

275

223

185

157

137

109

.150

.230

.300

.409

.644

.925

1.220

1.649

2.574

Jobsit# Supply Co. i \

(619)·295-6100 Phone :

(619) 295.6300 Faxi... --

1.·�042,'· · "tz'

Y

1 r

JIL-15/8"-

C-12A

t13/16"

13/16-

1

R = Radius of gyration

Uniform Load (lbs.) Maximum

When Maximum Allowable Load

Deflection = of Column (lbs.)

6700

6250

5300

4100

3950

2720

1950

910

665

C-12A 18" 1270 .026 1270 15890

24" 1270 .051 1270 15700

30" 1215 · .090 1130 14720

36" 1012 .136 1013 13660

42" 870 .180 840 13050

48" 759 .245 624 11530

60" 607 .381 399 9450

72" 506 .548 278 6780

84" 432 .743 179 4850

96" 380 .971 156 3750

120" 302 1.517 99 2450

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 deflec-

tion 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%.

Jobsite Supply

.

..,1 FL ..4.

.-- -- --... ........ ...........J--

-

Channel Area of AXIS Y-Y

Catalog Weight Section •(in.4) S(in.3)Number lbs./ft. Sq. In.

R(in.) 1(in.4) . S(in.3) R(in)

C-12 1.27 .375 .032 .066 .291 .126 .155 .577

C-12A 2.54 .750 .148 .182 .442 .252 .311 .577

.058 700

.103 506

365

240

185

136

86

58

43

34

20

2

12

u, 2#t: m

==: Ott

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Page 3: Struts and Hangers

a06'obsite:Siipply Co.:2*Bif61®295%10-0 Phone •

1 \5 :,t I.(619) 295*63OB.Faii

..... .......·,·.1 -·*e /- ' t·· . -:- 1:S:..*:.'-,--·.....·,

D-12 CHANNEL

I>Metal thickness is.12 Ga. (.105")

Channel

Catalog,

Number

D-12

1 = Moment of inertia

21'#,9. . E..... .»' .

7 . M./. 47 ./ ..:·- . '4'6�042r.·

-f - ' .' .3.' I.•·727'..Ae. ...1 , 5- ...til....•.8.::fe.. ···IZ...t' :.

-15/8"-

3/K - •-7/8"-•

ly'•-11 f• 9/32" 1

1.315 31L lc.G, - 27/16"

1.122 1 A •

11-D-12

Elements of Section

S = Section modulus

Beam and Column Loads Data

Beam Span Uniform Load Defiection

or Unbraced at Stress of at Stress of

Column Height 25,000 PSI (lbs.) 25,000 PSI (in.)

7T

84"

96"

120"

4400

3280

2650

2180

1880

1620

1320

1100

930

820

645

,yr

'lqi...•....#-

- Strut

27.16"

2 Z 16"

J L.1-15/8"--1

D-12A

R = Radius of gyration

Uniform Load (lbs.) Maximum

When Maximum Allowable Load

Deflection = 9 of Column (lbs.)

4400

3280

2650

2180

1880

1620

1320

930

684

523

10500

9800

9650

9000

8800

8150

6900

5850

5000

4450

3200

D-12A 18" 13000 .012 13000 18500

24" 9800 .021 9800 18450

30" 7700 .032 7700 18380

36" 6450 .047 6450 18300

42" 5450 .063 5450 18200

48" 4800 .083 4800 18100

60" 3850 .130 3850 17900

72" 3200 .187 3200 17550

84" 2750 .255 2750 16650

96" 2420 .335 2420 14800

120" 1920 .519 1846 9000

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 deflec-

on 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%.

il«-

..42-i· i.il ·..,.-.

f

Channel Area of AXIS X-X AXIS Y-Y

Catalog Weight · Section i(inb) S(in.3)Number' lbs./ft. Sq. In.

R(in.) 1(in.4) S(in.3) R(in)

D-12 2A7 725 .520 .395 .847 .337 .415 .682

D-12A 4.94 1.450 2.865 1.175 l A05 .674 .830 .682

18" .022

24" .039

30" .062

36" .088

42" .120

48" .154

60" .246

.354

.475

.626

.962 335

I../----I./-1•,==*�042--....../.-I.....

Jobsite Supply 3

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12 Mt22: 021

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Page 4: Struts and Hangers

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-.4 * Strutt,ti.,•·»emu,mi#..:·.•«e.---33, "•- . S'A: •,"p.,r'. ,#:t;':ff9 ·- •:4 t ,2#. .....1.

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E-12 CHANNEL

Metal thickness is 12 Ga. (.105")

Channel

Catalog

Number

E-12

E-12A

1 = Moment of inertia

48"

60"

72'

84"

96"

120"

144"

168"

192"

240"

::. -, :, f:-.,;. • •- A . :·:. 12\. Jobsita Sup;i/y Co. •.5,

..... 1.1 ..t'.i .... ... -- '•..(619)295:61.00 Phone •,

j•·,.Ff...1.3 . '1 · . •ix. .-.3;i''·*\'.5,'- .: (6,19) 295:=6300 Fax ' "I ./ ....- A... ... . --.. ...11*. ...... .. . - 4

t=.·--».-_.-31.. ..1Lj. ti_i.. • ··' .· .: .·:-'•'i.i.--'.·•r·•. ..· ·.7. -

-15/8"-

3/8" - •-7/8'-•

ly' 1E-' f= 9/32"1

1.735 1 -1- 131/4"

-»-= 1

1.515 '

1- 1-E-12

Elements of Section

S = Section modulus

Beam and Column Loads Data

Beam Span Uniform Load Deflection

or Unbraced at Stress of at Stress of

Column Height 25,000 PSI (lbs.) 25,000 PSI (in.)

72"

84"

96"

120"

144"

168"

192"

216"

240"

3700

2800

2150

1750

1500

1350

1100

880

750

650

530

5500

4900

4000

3200

2750

2320

2000

1790

1610

.359

.482

.768

1.062

1.437

1.859

2.961

.145

.205

.250

.391

.581

.778

1.002

1.276

1.575

.J i.

1- 1 818" -4

E-12A

31/4"

31/4"

R = Radius of gyration

Uniform Load (lbs.) Maximum

When Maximum Allowable Load

Deflection = of Column (lbs.)

3700

2800

2150

1750

1461

1118

716

497

365

279

179

5500

4900

4000

3200

2750

2085

1597

1261

1022

10000

8000

7100

6620

5000

4780

4400

13000

11200

10000

8800

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 deflec-

tion 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%.

Jobsite Supply

-•vr

X-

Channel Area of AXIS X-X AXIS Y-Y

Catalog Weight Section

Number lbs./ft. Sq. In.1(in.4) S(in.3) R(in.) 1(in.4) S(in.3) R(in)

E-12 3.06 .898 1.111 .640 1.112 .438 .539 .698

E-12A 6.12 1.796 6.344 1.920 1.879 .876 1.078 .698

36" .069

.125

.187

.264

4

12

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Page 5: Struts and Hangers

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' , qi•3*i-61'9)'2951'6iDO Phone •906 ' •-�03612''.3-9·121 .ti. ..(619j'•9•"63OO.Fait ,2••'·'ki)-·:.<,%�036·-Dij:r.·•.-:-•

.... I-·-:S,·.,Dil:.'r·.. ,•ti.'.V , 1'2.·; t.. · •" •-• i.*,.• -S,•'...'.. •'f �254 · ·1,....1.1.:*-•:**1·ali'itiv.....-....':. '. .... I ...':.. .. .. -.

CHANNELCOMBINATIONS

.Fill-7.

ET -91

r 9

LJ

M

JLJL•

-1 3

J J

. 2'.4 AL< p.·+'C'»tPJ- -�036'...6...... Strut

To order combinations, add letter as suffix to

channel number. Example: A-12A

F 1

IET] FT]r 1 6, 1

Fr71

P 9LJ

r

LJ

Jobsite Supply

n•

L

r

L J

r •

: 3

..' r.'. i i, I

...

.'.6.

.- -.'K...2<79:

3 :t

-7 r

J L

] r

_J L 1 1 1

A B C D

-7 rL

J L r

E F G H

n rn r

J LJ L

1 J K L

L

r

1

N 0 V

-1 r

P 9L•J

1 r|1Q R S T

....---=1=....*..=........*...#...·1

5

.· ' /....U'�042a•.26»..a,4«�042.0.. 4..i». .'·..i'_i.#1.1.·. i'b-- .=.-2

12

u, if=m&*55 08

Page 6: Struts and Hangers

2-l. .4

�036

: ..ri• ./ �036: •: ·;· Z .1•-:.:':: 1•i,·•.- i... ..:

Strut Strap• •t-..·• 2

..2,9 ...2.-.,:;4,1.:.-..:._.,tR...4......., L_I... ... -_.._=--.

PIPE CLAMPS

Catalog

Number

RIGD 1/2

RIGD 3/4

RIGD 1

RIGD 1'/4RIGD 11/2

RIGD 2

RIGD 21/2

RIGD 3

RIGD 3'/2RIGD 4

RIGD 5

RIGD 6

RIGD 8

RIGD 10

RIGD 12

Catalog

Number

EMTC 1/2

EMTC 3/4

EMTC 1

EMTC 11/4

EMTC 11/2

EMTC 2

Pipe Clamps for Rigid Conduit

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

O.D.

.706

.922

1.163

1.510

1.740

2.197

5/8

314

1

11/4

Weight

lbs./100

11

15

17

19

29

34

40

47

62

67

80

102

123

143

198

9

11

15

18

29

33

11

15

17

19

28

33

17

30

35

39

48

65

75

96

9

10

14

15

16

14

14

16

16

14

14

12

12

16

16

16

14

12

12

12

12

11

11

10

400

600

600

600

800

800

i0\ Jobsite Supply Co. ',1

///223 (619) 295-6100 Phone

_, . , ..••·4·7\I;·t•-• (619) 29546300 Fax ..+.

... I - '....4•

Metal Design Load at

Gauge Safety Factor of 5

16 400

14 600

14 600

14 600

12 800

12 800

12 800

12 800

11 1000

11 1000

11 1000

10 1000

10 1000

10 1000

10 1000

Pipe Clamps for E.M.I

Weight

lbs./100

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

Catalog

Number

UNIV 1/2

UNIV 3/4

UNIV 1

UNIV 11/4

UNIV 11/2

UNIV 2

O.D. Size

Catalog No.

O.D. CP 3/8

O.D. CP 1/2

O.D. CP 5/8

O.D. CP 3M

O.D. CP 7/8

O.D. CP 1'/8

O.D. CP 13/8

O.D. CP 15/8

O.D. CP 21/8

O.D. CP 25/8

O.D. CP 3'/8

O.D. CP 348

O.D. CP 41/8

O.D. CP 5'/8

O.D. CP 6'h

Metal Design Load at

Gauge Safety Factor of 5

Universal Pipe Clamps for Rigid and E.M.T.

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

Metal Design Load at

Gauge Safety Factor of 5

14

12

12

Pipe Clamps for Copper Tubing

Nominal

Tubing Size

1/4

3/8

1/2

11/2

2

2112

3

31/2

4

5

6

Weight

lbs./100

400

600

600

600

800

800

Metal Design Load at

Gauge Safety Factor of 5

16

14

14

14

400

400

400

400

600

600

600

Jobsite Supply

600

800

800

800

1000

1000

1000

1000

:'-:...Ii.:. 1.•,-

05

8

8

9

Ft.1.*.1,F,5*•»-

6

:2

u, i#Ei% 021

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Page 7: Struts and Hangers

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7./9(619) 29•6100 Phdne

. S·'·i.),2619t295'6300 Fpx AL,7

•._-,LI'.*•0,*L•k. I.*•'•kL:;2,3'i:·2...<*:,f·

PIPE CLAMPS

O.D. Tubing Clamps

O.D. Size Weight Metal Design Load at

Catalog No. lbs./100 Gauge Safety Factor of 5

8 16 400

16 400

16 400

1/4

3/8 8

1/2 9

5/8 9

3/4 11

7/8 (Rigid 1/2) 15

1 (Rigid 3/4) 16

11/8 18

11/4 16

13/• (Rigid 1 ) 17

11/2 18

15/8 (Rigid 11/4) 19

13/4 28

17/8 (Rigid 11/2) 28

2 31

21/8 31

21/4 33

23/8 (Rigid 2) 34

2112 35

25/8 35

23/4 38

2,/8 (Rigid 21/2) 40

3 39

31/8 39

31/4 45

33/8 46

3'h (RIGD 3) 47

35/8 54

33/4 54

37/8 60

4 (RIGD 31/2) 62

41/8 64

41/4 64

43/8 65

41/2(RIGD 4) 66

4% 64

43/4 72

47/8 73

5 68

51/8 68

51/4 77

53/8 79

7951/2

55/8 (Rigid 5)

53/4

57/8

12

12

12

12

12

12

12

12

12

12

12

11

11

800

800

800

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

'h. Ois..:i· ..... 8 4 6.:....... -

ig.:,14:•:•f :-i=1 -.Ii..,4.•,'74.,a,.........:.-·:)21:1-5. -: · . '.*- Ix ,-. . ., .-, , r: -

O.D. Size

Catalog No.

75/8

73/4

77/8

8

-, ·. . m. ij r U .

' . 24 Stfilt Straps «'

191

O.D. Tubing Clamps

Weight Metal Design Load at

lbs./100 Gauge Safety Factor of 5

6 87

61/8 96

6•/4 98

63/8 96

61/2 100

65/8 (Rigid 6) 102

63/4 96

67/8 100

7 108

71/8 110

71/4 111

73/8

71|2

816 124

81/4 125

83/8 114

81/2 128

85/8 (Rigid 8) 123

83/4 122

8,6 119

9 118

91/2 126

95/8 129

10 135

103/4 (Rigid 10) 140

11 145

115/8 151

12 156

1244 (Rigid 12) 153

Larger and intermediate sizes available, consult factory.

Jobsite Supply

113

104

110

111

120

122

10

10

10

10

10

10

10

10

10

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

.d9:.

.

Qb

16 400

16 400

16 400

14 600

14 600

14 600

14 600

14 600

14 600

12 800

12 800 10

12 800 10

12 800 10

800 10

800 10

800 10

800 10

800 10

800 10

800 10

10

10

10

10

10

10

11 10

11 10

11 10

11 10

11 10

11 10

11 10

11 10

11

11

11

11

11

10

88 10

90 10

92 10

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7

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Page 8: Struts and Hangers

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6«.*.,.. 4-«- ...4. i ........4

CUSHION CLAMP

·- ·. I. O 'tr·:6* '2.ff; . -.. ./ 47 -.r'. I k. -.. r-':I I.

. .· ivkeu:. ' '·. . '2:-"- (6.-1.' ·i· 0.

1 ..A." ' -6.'·,7. ..:4

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-3.,·-,t':,-%Ri,t.t'' ·: (61,91295t6300 Fax . , 29

.... ........».,...:.I.:"2.-'..... :

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

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.

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.

Nominal

S ize

1/4

3/8

1/2

( IPS 1/4)

5/8

( IPS 3/8)

314

( IPS 1/2)

1

( IPS 3/4)

11/8

1114

( IPS 1 )

1 V8

11/2

1 5/8

(IPS 11/4)

13/4

UPS 1 'h)

A O.D.

.67

75

.84

1.00

1.05

1.12

1.25

1.31

1.37

1.50

1.62

1.66

1.75

1.87

7 .82

0 .94

4 .98

2 1.06

1.13

1.20

1.29

1.44

1.57

1.57

1.70

1.76

1.82

1.95

2.07

2.17

2.20

2.32

2 .27 .98

.33 1.13

.40 1.34

.43 1.34

.46 1.54

A9 1.54

.52 1.68

.58 1.82

.65 1.95

.70 2.08

.70 2.08

77 2.21

.81 2.34

.83 2.34

.90 2.47

.96 2.60

.99 2.73

1.02 2.73

1.09 2.86

Nominal

Size

2

21/8

( IPS 2)

21/2

2%

(IPS 21/2)

3

31/8

35/16

( IPS 3)

354

(|PS 31/2)

41/8

45/16

( IPS 4)

51/8

( IPS 5)

6'h

( IPS 6)

Jobsite Supply

CUSHION

1, D '1

HINGE •

A O.D.

2.00

2.12

2.37

2.50

2.62

2.87

3.00

3.12

3.31

3.50

3.62

4.00

4.12

4.34

4.50

5.12

5.56

6.12

6.62

2A5

2.57

2.82

2.94

3.07

3.32

3.57

3.57

3.96

3.95

4.20

4.45

4.57

4.96

5.95

5.57

6.01

6.57

7.07

-TC

1.15 3.04

1.27 3.23

1.41 3.67

1.46 3.79

1.53 3.92

1.66 4.17

1.78 4.42

1.78 4.42

1.90 4.75

1.97 4.79

2.03 4.11

2.28 5.42

2.34 5.54

2AO 5.84

2.53 5.92

2.84 6.54

3.06 6.92

3.34 7.54

3.59 8:23

/72,R ' ,.•: '-

43.ef,4.: -I /

SHOULDERSTUD

\\

\A D

/

,(- it\\ \-) 1

B C D B C D

.25 .6

.3

.5

.5

.6

8

12

12 *22as Od

Page 9: Struts and Hangers

5/8

314

7/8

1

:f'.:1 49J�2546**6-,SE*,8,Co, - 3., -2• ; .3." ''5.-:- ,•.·(619)'·295•6100Ph6ne : 4'2

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I. ..., ".

CUSHION STRIPS &

NEOPRENE IS0LATORS9 , 9 :- ., -- : , ':>5 ./1.

i:• •*.

...:< 3,372)...... .-'. ..Al: 9 :Cushion Strip • .2

. . 'r... .

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

is designed for use from-20° F thru 190°R

Features - Both cushion strip and neoprene isolators reduce unwanted noise and prevent galvanic corrosion i

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

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.

Tubing

O.D.

i/43/8

1/2

11/8

13/16

11/4

13/8

11/2

1 5/8

14417•8

2

21/8

2/4

23/8

2'•223h

27/8

3

31/2

4

492

51/8

51/2

Pipe,

IPS

- Cutting

Schedule for

Cu'ihion*Strip

-, 7/8

S . ·· , · ...11/8

1/4 -t• '"'t 11/2

3/8 2

Th

·792

8

83/4

63/8

63A

71/4

3

31/4

35/8

3718

4

4112

47/8

51/4

51/2

6

91/4

91/2

11

121/4

-44

151/2

18'/2

23/4

31/8

31/2

344

37/8

4•/8

43/4

51/8

5112

57/8

93/8

11

125/8

141/8

16'/817'14191/4

2036

Cutting

Schedule for

Neoprene Isolator

314

l'h1%

2

61/4

65/8

71/8

Th

77/8

85/8

9

Jobsite Supply

25/8

23/4

3

31/8

31/4

33/4

Clamp

Size

41/4

444

548

53/4

648

644

Neoprene Isolator

NEOPRENE PAD

Cushion Strip

i•-• -CJ'/<«\\

\

•-- LOCK LIP EDGE

••- COMPRESSION RIB

bti .A

I'#t·/$ ·It

-.<1. - 42 '.... - ... 1�036...6,.,k··.:1' .

,• r· I-•* I I ' . I....= . C 4.'. I.,. :4 -I

\\

112

5/8 .

314t \

7/8 \ \.

23/8 1 4 31 -99,1/2 11/8

314 11/4

13/8

11/2

1 11/2

1%

1 3/4

11/4 1 '/8

2

l'h 21/8

21/4

248\\

2112

2

212

3

31/2

4

5

61/8

61/2 6

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11 1,22: 08

Page 10: Struts and Hangers

23..:.. ......J: ;. « . . . .. I/.A-........ :

.."'.Ft/1/33<:/J5:afEiEi••AT*Illavigi#%842%:•'' T"E •

•LI ' • : . · '<26.l./.S:.: "r•''Lilly-16-:

SPRING NUTS

Catalog

No. & Size

''" '"f ','•LI ·:;I;I'&"1£ Y•• i 5•('ri�036-•' tt..•.I'',I I.·.1•'iAjO,b#itd,·SU#* co.·'ilVIS - : 1 IL .-::.if:Iv:-:'..": . .1•:fz:1 (619)'295-6100 Phone ...1'-' ... . , ,:C,1.t -

.. .:ji.316..9:2'9.i· . r L·-=.,·.:·»·=.t,tti,t .4 -(619).295-5•00 Fax '. t.··ES:. 6.2,

I:' 31&9 -GFE-:,• i.•.••Cin. ....2-LLS-lzed,/-4 .'

Nuts without Springs

NUT 1/4

NUT 3/8

NUT 1/2

NUT 1/2

"C" Channel

NUT 5/8

NUT 3/4

NUT 7/8

CatalogNo. & Size

TSN 1/4

TSN 3/8

TSN 1/2

Threads

perlnch

Top Spring Nut

Threads

per Inch

Weight

lbs.MOO

Weight

lbs./100

Spring Nuts for A&B Channels

CatalogNo. & Size

SPRA 1/4

SPRA 3/8

SPRA 1/2

SPRA 5/8

SPRA 3/4

SPRA 7/8

Threads

perlnch

8

10

12

21

21

21

Weight

lbs./100

Spring Nuts for C&M Channels

CatalogNo. & Size

SPRC 1/4

SPRC 3/8

SPRC 1/2

SPRC 5/8

SPRC 3/4

Threads

per Inch

Weight

lbs./100

7

10

12

Jobsite Supply

11«

20 7

16 9

13 11

13 11

11 14

10 12

9 20

20

16

13

20

16

13

11

10

9

20 8

16 11

13 11

11 11

10 11

1 .-...

10

2

m ifExe95 021

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Page 11: Struts and Hangers

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1•9) 2•5'*j0-0,Phdfie '·S·..E.<.f.'·•.•·:(619) 295•6300 Fax, • •·'»'13

·..I:: -;,»;ki•)334,;ii, 1....5.4.)9.I ..·,, ..di, ... . *..... ••S'.: ,-'......-"./---- -*....£....'.. - ...

SPRING NUTS

Spring Nuts for D&E Channels

Catalog

No. & Size

SPRD 1/4

SPRD 3/8

SPRD 1/2

SPRD 5/8

SPRD 3/4

Threads

per Inch

20

16

13

11

10

Weight

lbs./100

9

10

14

16

15

Stud Nuts for D&E Channels

Catalog

No. & Size

SPRM 1/4 X

SPRM 3/8 X

SPRM 1/2 X

SPRM 5/8 X

StudLength Studs are

available in

(7/8) any length.

(7/8) Specify lengthby changing

(11/8) sumx.(11/8)

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

Channel Nut Load Chart

Channel

Size

12 Gauge 14 Gauge

lbs. lbs.

Resistance to slip 1500

Pull out strength 2000

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

1000

1400

....; ... A.I...' . �036-......... .... . .. .:t,

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<44'9>· 1.5*41 1 •-: ifff,'2.<:Ed-./ :·.' "li..

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2.Strut Nuts .

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, ..

:». ,

.::·,3

\

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11

I- * ;,dk ' . .. •

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.05

Page 12: Struts and Hangers

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6 .. :•.• ..... ... I .. ..92>:.91 ..· . ...-t.:: 216:,. •' ••• '.5••:•:

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7·•:.4.'***t1.•i.·.1 ..s.·:ty-,·Al i

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i. - • 11-1 ft#t fittl#*S»•• - ••1 - --- -•il-+.•i .-t 111,•.._12 -.•:i......Lig·1.1-LL ·. - ,...--121.".-_

FLAT FITTINGS

SIZE INFORMATION

Standard Series

Hole Size 9/16"

Hole Spacing 17/8" o.c.

Thickness 1/4"

Width 15/8"

Std. Finish E.G.

1I i ). Jobsite:Supp» Co.

�042•(619)•295:6•100 Phone.

:5·N:'."'.. (619) 2950309 Fax ·,#. i

4/>est-'

1• 31/2" Cat.# Bolt Size

WLD« F-10 5/16"F-11 3/8"

F-20

F-09

F-12 1/2", 5/8", 3/4"

F-10, F-11 & F-12

F-21

Cat. #

F-13

F-14

F-15

F-16

F-17

F-18

F-13 - F-18

Bolt Size

5/16"

3/8"

1/2"

5/8"

314"

7/8"

b1/4.31/2" • 31/4•1

1»,1 -1 #3/.»t- -61'•e�254r=Ir•..62110ll 1=%2/ 1

el -0-71/4" '«/F-22 F-23 F-24

F-25 F-26

Jobsite Supply

0 7 118'

F-27

15/8"

e

0

00

00

00

0 91/8"53/8

53/8"

/3112"

0 0 5

0 0• 35/8"35/8"

51/4"

12

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a l#2•

: 021

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Page 13: Struts and Hangers

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'1'i)J:,(619)-•6100.Fax'6(17:3*lilizEia;1..'.•.-•it'.,FLAT FITTINGS

SIZE INFORMATION

Standard Series

Hole Size .-9/16"

Hole Spacing - 17/8"' O.C.

Thickness 1/4"

Width .. 198"

Std. Finish. E.G.

31/4

-•>t42 ./%3 I .

\2%0 / /y3«\ �254P«"

L»NE'.1F-30

»F-33

-'31/2"#

31/2"

. t::2... A:>. . , ..........- .-. i

te*re·, I ··' . .. i--�0427:..,7.::"•.57 .Ii.:pl•.•.•..

0

0

0

0

%/

/53/8"

/F-28

/15 W8"

I 9 -'...

··:··-., I.'1.,titi.'0.....

,t.

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e *f-.= ip- -a....... /.:. ,- '

*-3f.t>/,•«-,i 53/8'

'A . "«1«1 11 lie,/-L»r

F-31

F-34

/-53/8"

1f.»h

/><-em[«113•

F-29

F-32

31/2"

353/8"

L\7011 .3=0'<'eli.'. 0

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31/2"

Jobsite·Supply

F-35

.Fl#t Fittings -»

31/2"

•FF '; '1-, �042-:' t#' ..7

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./..

31/2"

0 0

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0

.

53/8'

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0

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0

0

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Page 14: Struts and Hangers

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::I «ft . I. '.1.4%. .: I- =,i.' :- ..:·:..·:t,'5.'.'i;*'" . I(619)-296,46•00 -Fax. . .4/ . -2.2.'..3.'.r· . .../.-1.:7.-.... . ...... 1.»- ".'..:,1-:Aft...... ..2 ..

6- *--6. ·--7-:wrT..·-2;-Lait-,9�042·.- · �042�042'*'•·. i"�042:3'·4. '.�042

ANGLE FITTINGS

SIZE INFORMATION

Standard Series

Hole Size 9/16"

Hole Spacing 17/8" o.c.

Thickness 1/4"

Width 15/8"

Std. Finish E.G.

A

re 1 3.3'h"

L-12 (3")

21/4"

j<

.•4=211-1,6

I•/Jh«-r.--0 •tl

31/•UTM\3-Y V

L-18

<1311/2"2 W8"

e

L-21

IC

<15

-fi//•h2.*12£7/9

I ILLI \lo.

\\J

L-08

A is available in

any length.

Specify length by

changing suffix

/%

e:

L-10

</6

.r-•I17/8" /,/•12\

j<t.»-<=3LD'\14

\v

L-11

<15 9t L-17 678" 41/9

#/\11/2" . / i21/2"

Cat. # AB

L-16 47/8" 2112

25/8" e

15/8"

41/8"

j<«31

L-15

/%

0

e/

37/8'

17/8"-

\\-

L-19

/%

0

e/ e

lT

L-22

Jobsite Supply

<21/4"

k15/8"

L-16 & L-17

L-20

7'1• 17/13" , '•A •

1 & / re\ "41/8" ,v-,Cxk \I

0 11»»,2.2»31/21 1•V•

»<1'1

L-23R&L(Left hand shown)

.+1

.

17/8"

\

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f e41/8- e

15/8"

e

371-

14

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Page 15: Struts and Hangers

-..

M.

31/2'

WIIHAfj##IWISD#*&1(0.1 ..6.6 •LW EA-'�036f·•'4•a* .7*.655 .,bi:-<NI:•.f (619)'295;6iOb Phoile .--·Ji.,i.,6 • ·•. •...•'.1•'it..It- '1 .,Rt'·· . '

.:I:.1:•.r:-4.- , ,.{81•$:20,S-•®8:F•';' j,F•·9:-..:' , -•i•,1,i.,S.:.1*j':'ft. :,f --.-11,•..i,t':-*-.-1* ...,E .....4-&-1.-'."--=rd'-........·.....·�0421�042·e·.-4#-_"07- -, . .....,".... 9 - . 7

ANGLE FITTINGS

SIZE INFORMATION

Standard Series

lole Size 9/16"

1016·Spacing.198" 0.C.

-hickness 114"

Vidth 14,"

;td. Finish · E.G.

... 4.-

:7..P.- ... I ., ...: . : ...'K:. '.-- I, .

'�254'I•.TAngla Fittingsf:�036

/02"31/2'· 4 •'i

..: 1 *

75 23- « 1 4

.-0\'. . .--#•C =-sG,» .--i i-01," r/e \ )rf-0 - Trkil

f ''. 30 1 H 17/16* /79'G> e•• 1 -- - - -- -•. 7/8" j /\. li . 1. 1 ix- 41/8' 4%.CS'/1-04 ]1>1,

tr-r.e\#�036y lic.22•:==:•BA- 141/8- ,"-Pip--2.,m Ag lwavil \ 31/2"J«f.«%3 <<7 1 -»r I *,fr»

53/8•<1| 1/2'

11•k,11.'1 -64

3112•2.4

-Vr 11111\,!v

- l».1.11,11

L-26 R&L(Left hand shown)

17/8'

»- 1A

L-29 (37/8")

L-32

A

31/8"

578"

77/8"

9,/8"

L-23U

'K is available in any

length. Specify length

by changing suffix

41/8'

j<..31/2"

<21/4'

k15/8"

L-24 R&L(Right hand shown)

L-25R&L(Right hand shown)

<34 47/8"«f.1»fl•

-IB...» »<1»4J: AF -1

LE=t>...J 1 1-0,611.5 3/8' 14 1 36:rr 11 1 t,ve*lI.Vi') .fl Lirgpl

,<rkr-0--9.

L-27 L-28

\WN'51-/11»*91 PLL/•54\•/>- 1/11 · x·r•\fl5/8• i-50495.I».�036 •|[/5 1/4"

17/8"•>><dy

L-30 L-31 R&L(Left hand shown)

t-33

Jobsite'Supply

L-34

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e e 41/8' ee

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1/2· 15/8'

'. i

15

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Page 16: Struts and Hangers

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ANGLE FITTINGS

SIZE INFORMATION

Standard Series

Hole Size 9/16"

Hole Spacing 17/8. o.c. /

Thickness

Width

Std. Finish

31/2"

A

21/4"

31/2"

1/4"

1 5/8"

E.G.

L-39

./1•- Cat. # A B

<'3'ls:/ 1 L.37 65/8. 4.

*3.1/2" 13:F \ 41/8" 1.-38 8•/8. 6. <0•1

52�042 '/ne /]r.9111--1- 0.<Sh

ipill/11314 A•e/- ->5. f 0/#Ak•\l//77- /315 // ' �0361•qa-/

[©S»A AfAV// -></ 33/4' -1 n.i5 3/F IT\- 1 X58·» 11

Ap 15/8"

i/0 - LI»1.1 U.1

L-35 L-36 R&L L-37 & L-38(Left hand shown)

L-40

17••'•- <rk<Ii= .4 -/fiJ•/.

\ 37/8"

.ts 400 - # --e32- 1It»15 -e* //7,4 / r

5%20-47 3,<VVU)<91/2.

C'lilI \ 113 15Ni - K.11*

L-42 R&L L-43(Left hand shown)

A

L-45 - 30° Min.

1% 1-45-45,L-45-60°

Other angles available.

if Consult factory21/16'

L-45

31/2*

Jobsite Supply

L-46

1,15/8"/1.-

L-41

»

L-46 - 30' Min.

L-46 - 45°

1.-46-60°

Other angles available

Consult factory

12"

16'

18"

'31/2"1

21/2" /% /%

0

41/8"

ee <

0e

e 37/8" e

e 53/8" e

15/8" 53/8"

17/8"

A

/%

«A

L-44

A

0A

0

ee

31/2"

16

12

en i#-m1.==: 021

1,• .««»«,-----I--..........

Page 17: Struts and Hangers

.-- .1. I =,V- , . .-«--,-I\NJobi•ite:Supply Co. 1,4 ,-,

0�042•(61 ®29516100 Phone 67"12. • ..te...4.

• • -, ·-,(619) 2g5-6300,Fax

14;.LT-7--:�03622£K-�036.-_.-1-

ANGLE FITTINGS

*Seismic Components

'1..

31/2>• •11/ 1 -di-.-

;5»L<•.I IN•L..

L-47

L-47 - 30° Min.

L-47-459

1_-47:- 60°

0 A OtheraAgles'avallable. 49/16cbiliult fEAct6ry

e

*Fig. 902

*Fig. 914

346............. A.27 .....• :.i'i I

6- ..': .... 1:4;.....' ... .'...

- .... 31,4 .L:*.1 · ..7 a.:.,:

1.2:8-'· i· L. -:.2..,ji·,•LAK:•.-

L-48

1_-48 - 30° Min.

L-48-45°

1_-48-60°

r.....,•:Slejim4( 8.bmponets<2:7.

Other angles available.

Consult.factory

e

*Fig. 912

*Fig. 915

'Jobsite'Supply

17/8"

Secures 3/8" thru 7/8"

hanger rod.

*Fig. 98

*Fig. 913

*Fig. 915D

:.f.

-Th

A

A

0

0

e

49/16"

15/8" 15/8" 15/8"

0 *

0 314" 3/4"

415/16" .

23/4"23/4"

57/16-

ee e

415/le

15/8•

13/16"13/16"

» »15/8"

15/8"

3/4- S 30°MIN

300MIN

--9

e G -e 33/4

415116"31 53/8"

53/8" 17/8"

-17

«la-- . . Ji•·· ...ir ... .,-1' ·; dibati·,7':t 'St»-ten - -1.. ·'· . .L.

1i2CO

0 =, 11 091: 08

h.......-..*--#-t.,===-====.,......»�036,--»-,�036=1.»----%.

Page 18: Struts and Hangers

.... 2£.. ...1.../4:...•.. . ,.. S.5.3:,X i .- :' :.

1- .- S• ·: " · 3,6 2*2944,25 . A....

Es « • Pukt Baitel <•t AF,.

1.1•1-11. 2:0#;ii'•2,••.2.:FdL�036•u.·.1-5•..

POST BASES

1 14" 7

SIZE INFORMATION

Standard Series

Hole Size 9/16" 1/4"Mounting hole 3/4"

Std. Finish E.G.

111/16"

1t

2 -· -:.·v -: •:· . ·-':*/ A Jobsite' Supp/y. Co. i.-

, . .» t..'..':.,r .....6 . 1=43 (619)·295:6300 Phone '

' '•'..'•, •-, .r,ti.':2·•-9.'. (619) 295:6300 Fax-- -' "

-.-1.---- -'-'LERFE•_ ·' .-- .-*

521-0

3.\.0403".

-/

6" SQ.

P-10

4

%/

B

15/8"

1 11/16"

31/8

0

6114" •-

8"

P-1OF

1 11/16'111/16"2•

A1\ •131/2" .-p 7•51><Ill 5/8"

W::- 9 -2 0/3>CL »-1 14.

»«>C'. -V-\- -/6.- 11 »6/- ' >4 1/4" •b. · e Z, 6"SQ.

1/-4" 7\ 9<•-P' -

111/16"

<487-5 0 e

-0 0 -/3" \ /

2<r B• •--6" SQ: -

P-11

31/2"

«1

P-09

P-11SQ

P-10SQ

P-11 F

Elle

61/4" •/'8"

3 5/16; tt.ZJ# 11135/16" . / I FJ•NUM I , "16: /,19lt[1 11 -

«=1 -11 UM,•1*1 |12•11/11518" 1415/8"

15/8" .>< 1 III 11,#PT\J. «17

/- A-JT-01- -•UNS<»Y-03,7 •e 1.5•0-4- e -2=-3'LS - OA*- X=-* -0-4 842 -IPT60«»

114' -7 -I>--•04- ,&• ••' # c /FY '-3.- *fe 41,40»/:So / xxo<• /5- 61/4 /

1 1- i.. 4 -/ - 8"6" SQ. �042 -1.A 31/8"r

1/4�0423 - 1/4" --1 -

P-12 P-12SQ P-12F

Jobsite Supply

..

I. . 1.. .*r...

r st, •f,:S. . -'-*•-• •... ............- b, i'.,...#..:

15/8"

.

lM"

1 11/16= 111/16"

31/2" 31/2"

0 0 0 0

0 01/4'

e0 0

41/4" 6" SQ31/8"

18

if

2 "2E•

: Ott

1 -Il--..�0361�036=.,1.1==�036:I.-==�036...*--I....�036=.====»-==-=9....&../.t'.'.-I...:., -I.....»,S...t,«�036. t.. ». ». : . ...'.,»..•'.=�036�036..........I«�036=.

Page 19: Struts and Hangers

....:

.·.,·S'-i,*,-ABL<6,' - 19555•,*rE-*.':,- •". '' 7�042T·· 'r.

t,?.--'!ari..•o,m.•.e.:*,Vk* 99·...:......•.;-, 4»,101#dtl••Ph«ne.. .,2 .••.

.btf•,99 ·· *619)'295-6300,Fax ·#PX):a· ·.f:·'·--P'· '·*·'. ,·'....1'•4· .. -7, . • • •': - "'".....%1'. e...,2.'.7«023,4Ii.Jitwt,�036i...5112,•�036-..:,:.9.

POST BASES

SIZE INFORMATION

Standard Series

Hole Size 9/16"

Mounting hole 3/4"

Std. Finish E.G.

35/169•••••111Il« .1 fl1115-«1

-1 11 IJIP-• 31'/r-Ii,0 - 1AS|0 3/1.

/ 4\03..i-1/ 114-

*At,-*• :5• F.3"

6" SQ.

P-13

S\/444

- -• ... --/\�254k---

xf ./Y< 31/8'111;12•/ \e-

P-14

S. "·,/.4/•9•4 60.',•/.•-

.·- :· .·Ii-':/%.'.· «Al'' ::· " . -<4-»· - 'ft··,st«,, •':: - LPhst Bases'

.�036.21,0.,.J=J_ - -�036:re..4w_..:.·:.'1.»,1.. · ----_Lit.ii�036-1.5..t.--:t•L_....+_.

3-5/16•'kf•• rf}

\ 1»·:j/ 3112'

/=fs 0 \ L

«»t»41/4• •9%•2•-,3•P- 6" SQ.

Al-P-13SQ

31/2"

06biilt*Sdlibly

3 W16"

31/8"

P-13F

P-15

•114�036

8

..A

1/4"

5

4.-�036

/f31/2"

00 0

00 0

61M"

15/8"

/f31/r

'''..

....

'''00 :.

e 0 0

33/4"

5" SQ

19

..... 3 . .i': ,=13..441 - :

.1

S'•41

i1270

U,=

6=•1: 08

Page 20: Struts and Hangers

Rt.....:t .: : I ': ... -p.i».... .,3. ....Il.,f '.':. I... :f- ... 4... .-�042-p-..!.:41'4... "-· .i..'I ,;-9 .. .

.,.-im.:.......f»;.1,1../760.=i . '.. '.,; . �036. A. ./Ri · i+ . �042"tr'*·..2/ •

A.I.I.,USShaD* EittiAhs,:...29:.4.. . t..... �2542.f.&......... : i., .....'., 4'..

.... ..': 1 . .....1.. S .

. 6 , iN

- , -.:....'

· I :.4.04· ..,'....•,':- »$.... .., '.·0 .

-..,FL .. 9,'6./. Z,L.,»,

U-SHAPE FITTINGS

SIZE'INFORMATION

Standard Series /%

Hole Size · 9/16" ..

Hole Spacing 17/8" o.c.

Thickness 114"

Width 1 5/8" 53/8"

Std. Finish E.G.

Specify type channel by

changing suffix. U-10(A)

A-/1..4

-..1-1CLTN

|1 1/2.-.JJ

U-13 (71/4")

LA"=1'4 1/32" %/

U-18

I. ..... *7: ri .. C.4"203'...7.5,5-5...: 115:

·"•. 6.. ' ·2.,I

.s. /' -L:/65.,Al:·.5.............:11:7cE-

AB

71/4" 41/8"

81/2" 53/8"

100" 7'/4"

15/8"

E-. --h:., : ':-11. Jobsad'Supbly Co.

i».,5 ....... ". 'Im:1=1(619)'295-6)00 Phone

*:2'.Lif:· 3«21•3 .:•· 1619}2295,6300 Fax.-* . i ' *6>, ,H;. .f ..

..9.,2#..'1. :. : 1,..'. ....:......

U-22(A)

/f31/2"

U-11(C)

53/8"

Specify type channel by

changing suffix.

52/8"

U-16

27/16'

05

U-12(D)

31/4"

71/4"

0/44U-24(A)

"A" is available in any

length. Specify 25/32"

length by changing <Alll»

5>\104,\ 1./.10.1

1/2' x 13 • C M-4,

325/32• •><4 «1"718" Thread --• \»LI. -Y l 7/8.

-5/ 17/8" (typ)

U-26 U-27(A)

Jobsite Supply

U-28

t:i

....1

/%/

0 :

0 13/16" 0

53/8"

... .

/%

....

0

0 0

0 0

0,

20

/2

Ja if22: 021

Page 21: Struts and Hangers

'1...,

9/ · :1 '...:�036

»o•t- U/Z-Shade Fittings• 2

'

-:S...1:3i'•.job*i®$•A•60Cor. _''I•..-i:2...• •1.,24: :•43.2 3-6-* - -.rSj,R=li(619)·-245f61100,PI,6,ie • fj '1,,4.- I-. - - "' "R-..... .

,1.\S»261,92.*fasp.F•fl•- "- ...'.1.'.11'.,»1 , .1.• I•.»,,. ·. .>·•,:.••·.71166.2,1.4--4.2*.-1.'.·*·+ 45-·.:.- 1:.L.•ja.i•iD'i·.

U-SHAPE FITTINGS 1-l<5 1 ·i• ,.... ;

='.•1'\ 1718,- · .1

- . -&*3«& 1

/" 0 \ +A 12 5/32" 1715' ,/f ., •|. F.:2-2 .,#1

-4,13 314" ' 4 --79• .01// 111 006011 m

g• -4*fri 1=%.752 31/2" •5:,»·12§411..,1,/ •>1.•

61' -<11'IA \•11,1,1. Wl \:f•61 7/8" 1/r x 13 Thread -1

I

SIZE INFORMATION

Standard Series

Hole Size ' 9/16"

Hole Spacingr: 17/8' O.C. 3)4:

Thickness 1/4"

Width : · · ·c-.9 a/8" . S.Std. Finish .E.G.

1/2" x'13 Thread

U-29 U-30 U-31

</2 YA .gy..f; j•«1/2»

/ \/e»<.-y 110- 39/32"C JEe �2545,4- et-=•/'-

- Apisr) Id•' 0 : •ii6=- L AT e.r /

�036/,·211<·,•211,3/'\\2'tr/ 0 -.-V .5- 1211,510"'»\«31/2"

M,f 34'r I I • «21/2..-- .><11././/

U-32

Z-SHAPE FITTINGS

11/8" -

ks 11 Y-,0

t 518"

•,11'+ -1....

Z-10(A)

15/8" ·1,5/8"

/\

•F.-d

•1 3.51\»

«15Z-15

1'1/16"

Specify type channel

by changing suffix

U-33

SIZE INFORMATION

Standard Series

Hole Size 9/16"

Hole Spacing 17/8" o.c.

Thickness - 1/4"

Width 15/8' .

Std. Finish E.G.

U-34

'A" is available in any

length.' Specjfy

15/8".] Iphgth by changing

p<,7. sumx 0

11\ 31/2.-· - 31 17/81\4 171

<A.•A, •

-4. .-3 <X:0.1,7Y=A\>

5" Z-17(4") 15/8" 1- \\ \/

6" li -47" - •LI

8"Z-25

.... ,

Uobsite'Supply

/

21

- ,·,•.2 .· .·:.....·4-·. , ·... . 4··�036.·..491.u.c-�036..a-,•.·.�036:_�042•,.. .i::·.. ..: .: _ , -.1 I.• :- 0 .- • « S t.-*1, .

12

u, Vt•2

: 08

1

Page 22: Struts and Hangers

- s ' -'- 1- C..:RS . <.- 1 1: .. 59.. P;·" . -··"- ..pri,· - '6 4...r'*;C. .2 .*.2 ..... ... :

..: •.... ..{.: f ...a;.2.:.:f*43£42£ ....'.....

;Win•Fittims.'4•.9..... * . . A�036a�036"•*·•'i •• ' TYV#:i. ': 2;'1*tr: .U 244 '..

,- · ··- · ·· - -9,-7,·2-*.......driZil.;*..:---= 1 ·

.I 22 f./...,�036r•..·.....·.

- :. ...1.•11/'..:.ST- *r;..9./.i:.*.. ••..©-9....6r . ··..'•i\I.. .'--2:. .: . ':1"5,4'.:r .& ........ :' I - 1_1

... '.:.,' .22:..-D:...C.'.0 .,.:.- ... ///ir)7 ..,> y h.6...

«....f.. :.. *--4... -;I. I.

WING SHAPE FITTINGS

SIZE INFORMATION

Standard Series

Hole Size 9/16"

Hole Spacing 17/8" O.C.

Thickness 1/4"

Width 15/e"

Std. Finish t.w.- - 17/8"

fs»3 314-

3< hys bgyA- --c e

•<11 -24,3/4. 4»I O12-303t<13«1»- Uts

W-13

W-16

W-10 R&L(Left hand shown)

W-11 R&L(Left hand shown)

W-14

W-17

Jobsite Supply

Vobsite Supply Co. t.(619)'295:6100 Phone .. -'

t.

(619),29566300 Fax

435/8" 17•8'•1.P•

: j iee

2.1Y

W-12

W-15 R&L(Left hand shown)

W-18

>

17/8 17/8"

33/4

e e e e 2"e e e

f% 01•00

T 0 037/8" 37/8"

5 13/32" \

5 13/32 ) 9 5/32"e17/8

17/8" 33/4" 37/8"e

0 ee e

00

00 0

37/8"2'

8.------..--22

(/31-

JO if22: 021

Page 23: Struts and Hangers

,- -

W-22 R&L(Left'hand shown)

437/8"

«1

=7 --trt 7-·· ... .· ...1.»2,-,· . : 4 - ...:...S- .: 3.•I///4•<A•%dk•$40*• CO://JJ.17'•4 61%••• • '&2: ..' ..F41+Pilldi•S*) Plio•ne •-j,.'f,·•;-, --•. t. «.'. ·'·' t.•i,•. .......

3054.MASWT<#5436-4#6: 207$2 : TA#ki Je,97'I :' ·11_46<,Rqtv.'4:3fi;*iit,if•&:gd£#u,.:i-.,:;SA.t:.- 1 • •.'- ,�254'...-•.,':51·L•.,)il.firgEST'*3'••• . .:i,:'·':. f.

WING SHAPE FITTINGS

SIZE INFORMATION

Standard Series

Hole Size 9/16"

Hole Spacing 17/8�036o.c.

Thickness 1/4"

Width 1 5/8"

Std. Finish E.G.

W-19 W-20

W-23

-.. -'. ...3 . .. .:.4

, .1 4 ..a, »

yVill• Fittings '«3-./.,

W-21

VV-24

33/4'r«a; 1 -2- t»e. 60

I- 34 /\ 5 95/32'

1 5/1- 4#6,0.-98 / ..7»., 631 '•6>1 ...34&5- •> »31

33/4' >f--• 1 •L J-< /;03 .A= rr.* z•..32•.3%As'5�0361 2#MA -224 111ff'110/'··<441#frj Fll/\ 0--115*'-110/\ e 1131 \1/"- \•''C·=Il /4 -33/4"

W-25 W-26

Jobdte•Supp•

3•- >.

>.

S

5\

W-27

31/2"

e

e

17/8"

37/8"..4

513/32" 95/32"e

5 13/32"17/8" /33/4'

17/8"e e e e

e ee, e

10 0 0 0

%37/8" 37/8"

95/32"e

33M" 33/4" 33/4"

e e e e

e 0 e e e 0

50 Le w) Iii 0

37/8" 37/8"

23

12

u, ifE m1-=: 08

Page 24: Struts and Hangers

....,; ......•../.. 1 ,. :.5 .1.. r Gfit....'.1:--··-:2.-i•i•·:2, ;Af. . ·· ....t: :if··· ·''3-3. ' ...,f. ." t:23..i •;3. : 4 ::Ii:•; ..... .LU

.i..:5••••/apai·.t.:,4·3fkf:.t,-,1, f'· :.·:1·.�036642·•.A,- :tif,1-:¢''·•.'if•- ,•,I.,6.,-»N'BA'/'•p..: . '... - '•'.:ir ..fl,.. r. ''.,i,.': ... I.:).:..,•f.... .:.>•:?..ff.'..ir .: . ..,- r.r:•. •':>r 'e..\.11 .'....•;,. ,". t:I ,•kiji.t·su..:�0362.·,_1�036_-__..�036i;....732,1•'54- -ILL,-....... ..·..2. .·.-

ROLLERS

9/16'0 -.*

/3

C--11/4'5//

Single Trolley

ROL-10Max. Recommended Load 300 lbs.

/---1

1\/ \\

8. -is....1.. *jiT

if.

Pipe Rollers for Pipes up to 10"-4

ROL-13Max. Recommended Load 600 lbs.

««

Jobsite•upi* Co: FI(619)"295,•100 Phone' i(619) 295•300 Fax 54,

-�042,�042.·1'·•f.'.'· ''S·; . -4 - :

| 31/2"

/9\la Fo 0

r 17 : .' I I I. - '9/16•01 1

Ffrill., :.

Double Trolley

ROL-11Max. Recommended Load 600 lbs.

/-- 3\\

1\/ \\

S. 11» 1» \,1STEEL

SIZEl 1 -,*-

.<1..«i'.=&DI /E.0

\22<19ROL-16

Pipe Rollers for 2"4 - 20"-+ Pipe

A" ' .1

Pipe Rollers for 6"-+ - 18"-+ Pipe

ROL-14Max. Recommended Load 1350 lbs.

Jobsite Supply

Max. rec6mmended

loads include a min.

safety factor of 3.

Standard finish is

Pipe Rollers for Pipes up to 4"-4

ROL-12Max. Recommended Load 400 lbs.

1I

33/4" /

31'9

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

ROL-15Max. Recommended Load 1800 lbs.

-

\5

..

Pipe Dim. Dim. Part . Pipe . '° Dim. Dim. Dim. Dim. Max. Rec.Size A B No. Size . A B C D Load lbs.

1 63/8 213h•2 13/,6 5'/4 3'/8 6'A

1'/ 63/8 3 2'h l'he 5'/4 30 6'/•1 '/2 693 31/8 ROL 1FA 390

3 1'/,6 5,/4 311/,8 6'/•2 69, 31/2 3'/2 1'/,6 5'h 3,5/,6 6,/a

2'h 6,/8 3,/5 4 1,11 6,/4 43/8 T/�0423 7'/8 3'/• ROL 16-B 5 171t8 6'/4 45116. Tls 600

3'h 7,/s 4,14 ' 6 11/16 6'/4 5'1'S 7,/s

4 8,A 4A 8 19. 8'h 7V,8 10'/5ROL 16-C 800

5 8,/8 4'/8 10 l'Vt* 8'h 8'h 101/812 2116 9Ve 5'h

16 11'h 10ROL 1FD

135/81300

8 9,4 6'/, 14 TI16 11 3/4 105/8 15

10 93/3 7'/316 . 25/0 12'/s 12 1498

ROL 16-E - 18 Tls 12'/* 13'/,�04214'/s 230020 2Vs 120 14'/,e 145/8

1

). C+

)

r

1,,

24

Part • Dim. Steel DesignNo. E Size Load Wt./100

2-3 1 9/16 1/4 x 1'/0 390 1774-6 • 9/16 1/4 x 15/8 600 231

8 - 10 1 9/16 1/4 x 1'/, 800 54212 - 14 • 13/16 3/8 x 2 1300 1040

16 - 20 1 13/16 3/8 x 2 2300 1508

Pipe Dim. • Dim.

Size A B

6 10'Vii 1 6*hs8 11'3/,6 I 7/3

10 12'/s ; 8'/,s12 137/8 , 9,/�03614 14'h 1 93/416 15'h I 105/818 16'h 1 117/18

1 -J 4 6. 1

I

Page 25: Struts and Hangers

P. .-.1, ··'·".1/P.';i:'· '"··:.';.:' :•r'• ..i"' :- .7 . '.•:'• ".·:i•1· •3: ..14 ).1t •j;z- ·3·9•--''.'.1 ..,4 -

.'.9:r.••.4#sif•:•.•* 00,: 12..M, ·-,=,·•·.·-•:·,i,··,•,i.:,«4:.,*3 1,•IL. --, -3 , .,•·,·,· «. '•,ti ,. •«-,•f,9 ill•S6619•45••••• Phae 6'. < "'i,:.:* .•, )•,,.3-•.,1*··••'r';..'·'-1.'- ·,.1 . ,· ». ,.-,<•.%,+ • .•.' * •.:-•

il,:#fr·4'•0.22<(6'19) *#6568.• ·3 :: 46#1*•:'I• ,: •92,2'6:·,·»:�036.•·p,-=f• 2.1A,iFir,%:F':2 'C•.•••te /MIM:3,1,-2:,i•,S-': .:-:, 'r:75 . ..... ,-'.' .. . . ... ......, fs:.. .. ·.··:·ri,i•,1'..4'2•·.6: " ....4e•.,••:' 5.,'. '.::,. .:.:z..e' :·i-, ·:, .0il:.:....: , · ts.'' · ..,- . -< '.e

-•:'·'I(.. e.i:·•fr:i;i:· .., ...T'.;:'flf..., S: -• . f.*' .- · :.; .• .'· -'9"·'34#T- ·A-·.:..4·': ·'- • F,i-·. 4. ' ,. · 2·*-': '· • . rn#· '2 < it-. : - ... I

CONCRETE»INSERTS

»Fig. 31 ON Spot Insert Nut

CL-10Closure Strip

,

11/2" \313/16"

Size

114"

3/8"

112"

5/8"

314-

7/8"

8-12 Continuous Insert12" - 20' 2000 bs. (on each ft. of length)

Plastic Safety

End Cap

Fig. 310 Spot Insert

13/16"

«9

•1<1"eEnd Spot

Available in A, C&E

channel sizes

fi16bsite Supply

0Steel End Cap

Electro-Galvanized

Max.. Fecodimended,

load 600 lbs. Safety

factor of 5. Based on

3000 lbs. concrete.

Available in A, 8&C

channel sizes

0

CEESIC,

43/16"\

41 «,_..1�036.,·. 2·.

25

..12"dili -Il,L,/2.

U)A.

u, i#-m2=: 08

Page 26: Struts and Hangers

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

....S' .., r...1,2 ....

f Beam Clamls,•: A:Tki: «t, :, £921}ilifi•.i,_sf:'.

BEAM CLAMPS

BC-18 (3/8")Specify bolt size

. .... : ......,5.

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

...-6-JA.-,A-

BC-20 - 600 lbs.

•k. , M$FR.1 r:.9 -5.3

'·.... ·:..... ·- 5 :.•7... - ../.':-.gred.1 '

-(.. f..�036-1.3,.i» .... . .

Max. recommended loads

include a min. safety

factor of 5. Standard

finish is E.G.

Max. recommended loads

when used in pairs.

AB

3/8" 11/4"

1/2" 7/8"

- 1000 lbs.

- 1000 lbs.

Max. recommended loads

when used in pairs.

0 0

BC-23

Spreader Caps

Jobsite Supply

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

.z<'1*.•:•.: - (619) 295>6300 Fax ••3*. 44. ...· *2-4: :af'.:. . --,.:... :.:.;42*...: ..1'�042

1/2"-13 x l'h"

Set screw included

BC-19(A) - 1000 lbs.Specify channel by changing suffix

1/2"-13 x l'h"

Set screw included

BC-21 - 600 lbs.

Max. Recommended Loads

9/16"0

..

A

bB

t 04

.11/2'b

15/8"..1

r23/8

/

e

1"e

31/4"

26

12

JO i#2•

: 08

Channel PullSize Out Slip

A12 1000 800 lbs.

Page 27: Struts and Hangers

.'.imJobsits,Supply COL . t•

i •*:3: (6119)329576100 Phone - -'i :'.

f 4'6' .(619)-29516300 FaR ·.S•'13.:' - 'Iqo .:.

--- ...•VWL. 2-:1960,--:.----&•112

BEAM CLAMPS

2 .... 1

\

1/2"-13 x 1'/2"

set screw included

BC-16(A) - 900 lbs.

Specify channel by changing suffix

Square U.bolt& hex nuts

Square 0-bolt& hex nuts

BC-70

BC-72

3/8"0 J-hook&hex nut

ip

0* ,3.I--

41-•r...:.I -2-.-: - j..51•.. I:....t

.:.-'.. 11:.2 :A' ..:.t :.... ... .L..,2 ...fr,..3,"-. .�042;.. •t' r- ... _....,�042,�042�042.. 2.- .ez .

·' : -....' ,�042I;,7-·.5 ·'.··· ...,-:.O-·32 -.52£..1-2.·. --...· · •-:-

Max. recommended loads

include a min. safety

factor of 5. Standard

finish is E.G.

Max. recommended loads

when used in pairs.

Note: Install in pairs to

complete proper assembly

Note: Install in pairs to

complete proper assembly

Note: Install in pairs to

complete proper assembly

BeaAn Clamps K. *.3.. -f . . . 0..

(2) 3/8"*Hex nuts and U-

bolts included

BC-17(A) - 1200 lbs.Specify channel by changing suffix

Square U-bolt& hex nuts

BC-71

Square U-bolt& hex nuts

For use with

15/8" to 31/4"

channel

3/8"0 J-hook& hex nut

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

1/4' 5

»0- /3.\«

BC-73

1

&

Wt./100331 BC-70 BC-71

5"

.

1/4.1/4'

For use with3"

13/16" to 3.

1%"channel

For use with

13/16" to,3 5For use with

1 5/8" to 31/4"

15/4' channel channelWt./100

33/ BC-72 BC-73

1/4'

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

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

Jobsite Supply 27

....I -t...... i../.i �042.·.·.

12

u, Frsi mi.=: 08

part For FlangeNo. Width

BC-70 4" - 578" 122 129BC-71

BC-70 6" - 878" 129 136BC-71

BC-70 9" - 11'/si 135 142BC-71

BC-70 12"- 147/8. 141 148BC-71

Part For Flange ATRNo. Width Length

BC-72 4"-578" 4�042 202 216BC-73

BC-72 6•-878" 6�042 206 220BC-73

BC-72 9"- 11'/8" 9" 214 228BC-73

BC-72 12"- 147/s' 12" 221 235BC-73

Page 28: Struts and Hangers

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

.M.-IM

.. 1 ...''S .41 ''.•7 •-: i =;.Y + ... •IN,. + ..... '.fl li•.. • 1- .if,-,•'t�036-i•,-·- •f:·.4- '••53

•,#Wi•.2.1»7.5-ft':-•• .i:Ii::7,••12 ·:·-••6.-44-'162,:0.6:D.-F.: I.I ": 5 k. •··s-·i,··.; . 58 . 90 ' '222 4..· ...:51 Zi- "••.9, I ' I6,.. .: :�0424·k:i;...... •1·-11. ·.t .·.-'.-.1-:....�036-.·- ...A..'.i..' -"-'taN•·'·-"-�042.-.:,'·'';6..2••.1•••

NUTS & BOLTS

»

Swivel Male

16 61013 113011 181010 2710

0..i

/f1"

3 2/4"

Swivel Male Female

Max. recommended loads

include a min. safety

factor of 5. Standard

finish is E.G.

Jobsite Supply

./ ..:-1 1 Jobsite Supply Co. '

,•63 (619)'295,6100 Phone :

�254p"At/«:. ' (619).298,•300 Fax

--:....+Z--s,�03641.0. ::

0617 13/4"

L-Jf

-693Swivel Female

0...r-

r.

0 //

2:/4"

Swivel Female Female

%..

14184260

&..

*-•

-I- .

.-I

- -

28

12

u, i#S m&.=95 08

Cat.# Threads Max. Rec. Wt.& Size per Inch Load lbs. Ibs./100

SWF 3/8" 16 610 13SWF 1/2" 13 1130 16SWF 5/8" 11 1810 34SWF 3/4" 10 2710 45

Cat.# Threads Max. Rec. Wt.& Size perlnch Load lbs. lbs./100

Cat.# Threads Max. Rec. Wt.& Size per Inch Load lbs. Ibs./100

SWFF 3/8- 16 610 26SWFF 1/2' 13 1130 32SWFF 5/8" 11 1810 68SWFF 3/4" 10 2710 90

Cat.# Threads Max. Rec. Wt.& Size per Inch Load lbs. lbs./100

SWMF 3/8" 16 610 28SWMF 1/2" 13 1130 36SWMF 5/8" 11 1810 78SWMF 3/4" 10 2710 112

.............-Il- I.-I.....=« ... ...- -, :.--'. ' ... ..»»�036,«»'t, ...�036t,t'.-/........ ......

Page 29: Struts and Hangers

57/8"

lf.

1 :3/

f

r

:49':•\:-,.•:tor' JobsiteS,p/*'Co.'·, It,·:•.1, :4•p::3 (619),295:6100 Phone " ·'e,

.1224,2.. , 46•619)'29#i630il:faW·• i r-,'5:- f:. '.... • •1..• F·.:.·· ·.. .· -... . .

.-".... ..: .:.....: r.. 4 b' :·*i' -2 . ..... .'2 ,-2.. .12:944.....1.. C.1 I...

1 -17&64.6<9•Wai.-2-,6--·.•-*Sfrl:21:,6..d-.ls.-:.t•. 4. ....s -

BRACKETS

(4) CENTER o

HOLES ON- C:312" & LARGER '• -

ONLY 9/32"0

BR-10 R&L (6")(Right hand showh)

13/16•(typ)

BR41 (12'W')

BR-12

BR-13For single A channel

A

1/8• L

el

161/2"

6"

8"

10"

12"

18"

20"

Max. recommended load 300 lbs.

using A-12 channel

Safety factor 2'h

A

SIZE INFORMATION

Standard Series

Hole Size i 9/16"

Std. Finish E.G.

Max. recommended load 900 lbs.

using A-12 channel

Safety factor 21/2

A

82/2'

101/2"

12'/2"14'h"22"

Max. recommended load 1200 lbs.

using A-12 channel

Safety factor 2'/2

Max. recommended load

1200 lbs. using A-12 channel

Safety factor 2'h

Moment in inches-lbs. (of

fitting only) using A-12

channel

BR-13 6300 lbs.

BR-14 13000 lbs.

«Jobsite Subply

7.12

BR-14For double A channel

t.-Brackets ..."-/.4

.,

,- '.7 .

...f....:''r.4 :.

..... h �036.'

>2\»A

03'

.

13/16'

0

0

13/16"

51/4'

0

43/4" e 43/4"/

e

/*

ee

0 0

/.

29

:.:IiI.-�0422- 46.-4-74 ·:.

2

0 12- m,-==: 03

l

Page 30: Struts and Hangers

· 2' • 1976.- . · :47,re'e . 9:.' ./ i ' · 4.t ':-r:ft J - '.;

. ' -:,:....-:. ..... 1 ........t:.':.:0'-'/.:'.''te''I• * i.., V I "• ·:':5*Reamb. / :·. I

•M. I .I•. % "t4#*dt•'.•2••A...I•/ti•t 12 : · r.'i...2...,3-'.:. ··. · 6)4,

4/5· . ': ··. lk·•,/AA,;•.5..:d.'wki....,x•.3.'.. 121

BRACKETS

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

53/8'

-A#•••..,1 w

47/8"

0A

BR-15 (6")

:·.,-'.·'1..: i ., z..AL. -,·A . ..... ...:.. - . . (619)-295:6300 Phone'-;.,· .11,:$Z.D. '.. •6.· .f.9.. '.-4.... r:.... ..h. ...... .:.0, 7.9.A

:T*f</rid#kiei*•<re,Yr•r: 2*,•3*•,<- R......:.i-»,-,4-:. . t. .r., -.32.:4,5-,·k.4 '-:',+ :'= (6192295•,•300 Fax • ·•i

.

SIZE INFORMATION

Standard Series

Hole Size 9/16"

Std. Finish E.G.

91/ el-A

BR-22 (6")

911««0 A

31/2" \• Xs>cn

JU.I.*fricir-BR-18 (6")

'1\31/2"

BR-20Max. recommended load 85 lbs.

, 1200

600

400

300

A is available in any length.

Specify length by changing

sumx.-

Max. recommended load (lbs)

using A-12 channel

6" 1600

12" 800

18" 600

24" 450

Safety factor 21/2

A is available in any length. Specify length

by changing suffix.

Max. recommended load (lbs) using A-12

channel

6"

12"

18"

24"

30"

36"

Safety factor 2'h

BR-22 BR-17

1800 --

1000 2000

700 1300

500 1000

-- 800

-- 650

A is available in any length. Specify length

by changing suffix.

Max. recommended load (lbs) using A-12

channel

6"

12"

18"

24"

Safety factor 2'h

Safety factor 2'h

Jobsite Supply

1/4"••:4•1/.'•%%%#P-1 L

53/8. 1\\I•-

31/2"

0A

BR-16 (6")

'• 3/8"

0 -A»

/ rl

/ 04

Illu612• a �442\•••5•

3- 4

BR-17 (12")

BR-19 (6")

BR-21

A

./0-

7Al/47/16"

0

1"3" \1.

4

30

12

40 li•=loa

Page 31: Struts and Hangers

.--.,

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

p.&a litit»«4** 90. '• I:ip,i; I7, 4:••265•619).295,'6100 Phone .'·i�036'

..."-7 . I .- 6..+Il.. .: . ..........

....,\ .-4.5.. 62:•6.,1•f). 39•6300'Fb f."'•..i..,./- 11.71, · . I .*s ·, i L' .'. t.

....._... ... ...4.,i �042"S�036'....a'..1�036.*.:-1,-6,1.-W.- · .· _ '· i

STRAPS

1 Hole Strap

Cat.#

& O.D. Size

STR 1/4"

STR 5/16"

STR 3/8"

STR 1/2"

STR 5/8"

STR 3/4"

STR 7/8"

STR 1"

.3.'=3.9 . :...2. 2, ..t355· ..• :·'.rt·i·.. '.- .:.... 4:.... -:*. '..,. ...., ':.-. . -

-

+ 9...;.,»t.M....:i.:f'.: - 'll.1.: : ..zy::9...,/. 4 J

4.... 'I-3,-�042..>'· , .., ./90:··..: ;22 ':• .....,«74...

a*- -_I.Ci-'4 46--d:......,�042.•�0423.SS_1-#az-�042/

2 Hole Pipe"Strap

For all channel framihg systems and surface mounting

requirements.Material: Carbon steel

Finish: , Electro-Galvanized

18 Ga. x 1 5/8"

, Plpe Strapi, s

Order mounting hardware sep-

arately 5/16"-4 mounting holes

(for 1 /4" hardware).

Order mounting hardware separately.

Larger and intermediate sizes are available. Consult factory.

Jobsite Supply

*-.......:... ...'.-:

,,

... -

\

41)

\

15/8"

B

A

31

f

12

11 •

22: 08

Cat. #: Nominal Bolt Weight& Size Pipe Dia: A B Size lbs./100

2 STR 1 /2" 1/2' 3" 2�042 1/4" 222 STR 3/4" 3/4" 3%& 2'/: 1/4" 252 STR 1" 1. 3'/,I 2'h' 1/4" 292 STR 1'/4" 1 7: 37/." 3'/,s- 1/4' 332 STR 1'/," 1 1/2' 43/,• 31/zi 1/4" 362 STR r 2" 5'/*' 4'h' 3/8' 94S STR 2'/2' 2'/2' 63/40 5,/2, 3/8" 1062 STR 3" 3" 6'/s' 5"/,8' 3/8- 1252 STR 3'/2' 3,/2. 8" 6,1/�036" 3/8' 1462 STR 4" 4" 8'/: r 3/8" 1532 STR 5- 5" 9,/4- TO 3/8" 1902 STR 6' 6�042 1031,: 9" 3/8" 2262 STR 8' 8" 12'/2' 113/,8. 1/2' 299

Page 32: Struts and Hangers

......1.......iJ,7f:e ......6...:.... 0. ...5193.. A.: ...........:5, . . : • : '.f'ji- - I'· ' ·3·f.•·:.•:.•'i/ ' /;. ' : //

.... .-/*%1, '97.....:· I ... I. - I- i•:)1:·'.·4'-· • "7*:.-·ij··''fi4':6*·i, • • •7'.'· "•'•

14 -7<92PRe*###*¢1•113(:-;1:.i I .,..... ..,. ..r.·,. ., 9.424,�042. �042»7" .'.-, -·.: 4/•10•,i.... '.. .dia,···•:"· ,·- '-:3•:.12,1'·/:·::�042··•i*:: '.hit .·'.•

32

Inch 0"

0

1/16

1/8

3/16

1/4

5/16

3/8

7/16

1/2

W16

5/8

11/16

3/4

13/16

7/8

15/16

0

.0052

.0104

.0156

.0208

.0260

.0313

.0365

.0417

.0469

.0521

.0573

.0625

.0677

.0729

.0781

.0833

.0085

.0938

.0990

.1042

.1094

.1146

.1198

.1250

.1302

.1354

.1406

.1458

.1510

.1563

.1615

Fraction

3/16

5/16

7/16

.1667

.1719

.1771

.1823

.1875

.1927

.1979

.2031

.2083

.2135

.2188

.2240

.2292

.2344

.2396

.2448

1/32

3/32

5/32

7/32

9/32

11/32

13/32

15/32

· •' .·,U .'..':*SY." ft:·lign" '• I

-A .. ..-. ·. .....:. .:e&- . t;.;

" .... ...... · . .---..:.i..AZAWl:-.

.2500

.2552

.2604

.2656

.2708

.2760

.2812

.2891

.2917

.2969

.3021

.3073

.3125

.3177

.3229

.3281

. .:.

•,9+ .fAllf ) Jobsite:Suppi• Co. 'i'.,

,· .Pt · • J•.2..3. (619)'295-6•100 Phone' "

19•'its.'•'3'•.r ':• (619) 295,6300 Fax . c :1.-./ '.4

.t,r' . -2.· __ - ... - .:..... --,-2-6,9-4,-�036•.,.......1-..'•;1.•...__-.I--

Decimals of a Foot

.3330

.3385

.3438

.3490

.3542

.3594

.3646

.3724

.3750

.3802

.3854

.3906

.3958

.4010

.4063

.4118

.4167

.4219

.4271

.4323

.4375

.4427

.4479

.4557

.4583

.4635

.4688

.4740

.4792

.4844

.4896

.4948

.5000

.5052

.5104

.5156

.5208

.5260

.5313

.5391

.5417

.5469

.5521

.5573

.5625

.5677

.5729

.5781

Decimals of an Inch

Decimal

.0312

.0625

.0937

.1250

.1562

.1875

.2187

.2500

.2812

.3125

.3437

.3750

.4062

.4375

.4687

.500

Jobsite Supply

.5833

.5885

.5938

.5990

.6042

.6094

.6146

.6224

.6250

.6302

.6354

.6406

.6458

.6510

.6563

.6615

Fraction

W16

11/16

13/16

15/16

.6667

.6719

.6771

.6823

.6875

.6927

.6979

.7057

.7083

.7135

.7188

.7240

.7292

.7344

.7396

.7448

17/32

19/32

21/32

23/32

25/32

27/32

29/32

31/32

.7500

.7552

.7604

.7656

.7708

.7760

.7813

.7891

.7917

.7969

.8021

.8073

.8125

.8177

.8229

.8221

.8333

.8385

.8438

.8490

.8542

.8594

.8646

.8724

.8750

.8802

.8854

.8906

.8958

.9010

.9063

.9115

Decimal

.5312

.5625

.5937

.6250

.6562

.6875

.7187

.7500

.7812

.8125

.8437

.8750

.9062

.9375

.9687

.9167

.9219

.9271

.9323

.9375

.9427

.9479

.9557

.9583

.9635

.9688

.9740

.9792

.9844

.9896

.9948

.'i:'•''I•• -3.-94I -

-

1" 2" 3" 4" 5" 6" 7" 8"91,

10" 11"

1/16

1/8 5/8

1/4 3/4

3/8 7/8

1/2

12

8 it: 08

Page 33: Struts and Hangers

·e... .'-T..· ..

2. ;.9/2 1 2 . ',r. ··A-3

.,Fidill- - -, - /.,1.At.Jobsitd:Supply Co. . ... .. ......2. :: :'

, .=1=l/(6'f®295,61:do Phone '1<1•.1... -1 1 .'1-9:, i(619) 295'6300;Fax 3,•i': ':i, '..'-,=C'·•,·W.'; 2 ..:Ii, r,.....--»... . I. *.

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

Schedule 40 & 80

Type L

Steel Pipe Data

Copper Tube Data

Type K

Jobsite:Supply

5Reference-

e

Wt. Per' Wdter Weilht't H0 =

Foot �036per. Ft.'Lbs., .= m

14.620 " 8..660 - -,==20.780 7.870 -'' 0 08

6-0,4.:,2,

..24*_=•-1-I-.

Pipi Sched. Wall.. Wt. Per Water Weight Pipe Sched. Wall

Size No. O.D. .,Thickness Foot per Ft./Lbs Size No. O.D. Thickness

3/8 -40 • ' ·· - .091 .567

.675 •:- -- ... - .083 5 40 5.563.258

80 · .126 ' .738 .061 80 .375

1/240 .840 - .109..·« .850 .132 6

40 6.625.280 ' 18.970 12.510

80 .147. t:t 1.087 .101 80 .432 · 28.570 11.290

31440

1.050.113 ' 1.130 .230 8

40 8.625.322 : 28.550 ·21.600

80 ' .154 ' 1.473 .186 80 .500 ' - 43.390,-- · 19.800 .

"·1 - 40 .133 - 1.6781.315'.374 10

40 10.750.365 . 40.480 · 34.100

80 ' -, .179«- 2.171 .311 80 ... .593 64.400 ' '. 31.100

1,4, 40 .1.660.104 2.272 .647 12

40 12.750.406 '53.600 48.500

80 .191 2.996 .555 80 .687 88.60 ' . 44.000

l'h 40 . ··-1.906 .·145. 2.717 .882 1440

14.000.437 63.00: ; " 58.500

.80 .200.... 3.631 .765 80 .750 107.000 51.200

40 .154. '. 3.652 1.452 402 ·' 2.375 16 16.000

.500 83.000 76.500

- 80 .218 · 5.022 1.279 80 .843 137.000 69.700

2'12 402.875

.203 5.790 2.072 1840. 18.000

.563 105.000 , 97.200

80 .276 7.660 1.834 80 .937 171.000 88.500

340

3.500.216 7.570 3.200 -

2040, 20.000

.593 ' 123.000 120.400

80 .300 10.250 2.860 80 1.031 209.000 109.400

31/2 -40

4.000.226 9.110 4.280 24 40

24.000.687 171.000 174.200

80 .318 12.510 3.850 80 1.218 297.000 . 158.200

4 40 -·.•-4.860 .237 ---10.790' •5.510 - 30 20 30.000 ' .500 158.000 286.000

80 .337 14.980 4.980 36 API 36.000 .500 190.000 417.000

Nom. Nom.

Tube O.Di Wall Wt. Per Water Weight Tube O.D. Wall· Wt. Per Water Weight

Size Tubing O.D. Thickness Foot per Ft./Lbs Size Tubing O.D. Thickness Foot per Ft. Lbs.

1/4 3/8 .375 .030 .126 .034 1/4 3/8 .375 .035 .145 .032

3/8 1/3 · .500 .035 .198 .062 3/8 1/2 .500 .049 .269 .055

1/2 5/8 .625 ' .040 .285 .100 1/2 5/8 .625 .049 .344 .094

5/8 3/4 .750 .042 .362 .151 5/8 ' 3/4 .750 .049 .418 .144

3/4 7/8 ' .875 ' .045 .455 .209 3/4 7/8 .875 .065 .641 .188

1 11/8 1.125 .050 .655 .357 1 1'/8 1.125 .065 · .839 ' .337

11/4 1% 1.375 .055 .884 .546 11/4 1 Ve 1.375 .065 1.040 .527

l'h 1% 1.625 .060 1.140 .767 1 'h 1% 1.625 .072' 1.360 .743

2 2/8 2.125 .070 1.75 1.341 2 2% 2.125 .083 2.050 1.310

2% 25/8 2.625 .080 2.480 2.064 2112 2% 2.625 .095 2.920 · 2.000

3 31/8 3.125 .090 3.330 2.949 3 31/• 3.125 .109 4.000 . 2.960

31/2 ', 3%' 3.625 .100 4.290 3.989 31/2 35/8 3.625 .120 5.120 ' 3.900

4 41/8 4.125 .110 5.380 5.188 4 41/8 4.125 .134 6.510' 5.060

5 · 51/8 5.125 .125 7.610 8.081 5 5% 5.125 .160 9.670 8.000

6 6'/6 6.125 .140 10.200 11.616 6 614 6.125 .192 13.870. 11.200

33

·'t:/ i-244*&45 ' .-1'.2.•FIC'. '*•- •i- )·k. _ .34•52.dll.- ·, ....», · .

....'.--I==»'.-::.I--I...../.-I- .. .= . , . ..-1---.........I-•.-- , - .-I,- '. - - -- . -Il -,1

Page 34: Struts and Hangers

1/23/4

1'41'62

2'/23

3,/2

456

81012

1 .·· ••' I 'l * 8.1

..4-..,.:2-1...,I ........... ......

.1.

•.' • 'i--v.t•.69•2•.•f:L-...-io. -_-.r..2-SiV.21. _le.,· +

Fig. 1 - Standard Clevis Hanger

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

Material - Carbon Steel

Function - Recommended for the suspension of non-insulated pipeor insulated pipe with Fig. 220 shield.

Note -When an oversized clevis is used, a pipe spacer should beplaced over the cross bolt to assure that the lower U-strap will notmove in on the bolt. When attaching seismic bracing to clevis hang-ers, a Fig. 1 CBS (cross bolt spacer) must be installed. SeeTOLCOTM 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 SP-69, Type 1. Also available to accommodate rod schedule per NationalFire Protection Association (NFPA) Pamphlet 13.

Maximum Temperature - 650°F

Finish - Plain

Note - Available in Electro-Galvanized and HDG finish or StainlessSteel.

PipeSize STD

aS3/83/8

3/83/83/8

1/21/21/2

5/85/834

3/47/87/8

Rod Size ANFPA

3/83/83/8

W83/83/8

3/83/83/8

3/81/21/2

1/25/85/8

14 1 --16 1 --18 1 --

20 1'4 -*24 11/**30 17, -*36 1 16 -*Furnished with pipe spacer to support maximum load rating

Fig. 1 CBS - Clevis Bolt Spacer

Size Range - Size 1 ' thru 20" clevis hanger

Material - Carbon Steel

Function - Used as a spacer at a seismic brace location to keepclevis hanger from collapsing during seismic event.

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

Finish - Mil Galvanized

Note - Available in HDG finish or Stainless Steel materials.

55/1651/,667,•

748,568913/,6

129/,616'/419'/,

20,3/1621%247,6

26%831%38Y848

2'/,62•/B3,/4

3'/te37,47,e

- -.·.'' Eb

. 1=3>.:.

<*-,®C®

Fh'1•

2,/18

2'62%2%

4'/45,65,/2

3�0361163'/,3'A

·. - 5- 1• ih Jobsite: Supply Co. «9«·- '1•2=3 (619)'295:6100 Phone''l

Te.· 9),tt'3:'3• •(619)• 295:6300 Fax , ·-.. . ...2. I ...

. TA· t ...../.AL :.. ": · ....

Dimensions �042Weights

12%612'6813"/,8

14'/,817'/221%273/4

3/43'43%

7,495/811%

44,/45St

11

1,61,4

1,/21,61,/2

23'/43,6

Jobsite Supply

610610610

610610610

113011301130

143014301940

200036003800

420046004800

4800480060009500

Max. Rec. Approx.Load Lbs. Wt./100

363842

464955

124140152

190235317

428918

1143

154319252243

416148356940

18103

G3Hir•C::4 ..-'.-

...3....44Q«».»SO iII/ BAir#•-.•,g

C i.y».17».'.111 « ! Fll... 1 1

I "'1.:9 7 , : 1

....» t..tC. »11 11\\\ 1 W 9

/...-4 1//.....»L//....

f:JAii A: 9/ /

/..'.- 0-\

i% ..il--12

!<3

! I

i3

\ B

D t \

1i.'

\. /. \//

\..\. !.4C\. 5..

B C D

k..«:�036««.

34

12

u, ifEla-=95 021

»I..£/....'...i..'i: *.»..»»»it=•I•.1,«St«»«...�036.: -«: .*· -S.*...•.. -«•'":-lilI-#«-.-».*«-..%-•-.«,f�042•·.,»,1«•I».....,i•••'--'•' ' -�042•'-'- ' <- - 6 . ·••·•2**123ix;el

Page 35: Struts and Hangers

26

3

31/2

11/4

116

2

1/2

1/2

1/2

'....

-•12iffjo.•o; i.. ,R:I t:..3, ...::--•--*.•. .if'., -•:- =Iitb.fdig; 995-,61,#9 fhone .- .'9,7 =, • .4 , •*I•£..:2."

6\31'-1 - 3«18,5,6300 Fb ···'-'St.• . i. ..T..2,7.- ;:> 6 + w........ PS.:

...."·1:UT..shot.'EfL•2-* ...•"•'i'...3:61.1,•4.."ray.R. 16...· .-: 2.....':(r.•

Fig. 1 F FeltLined Standard Clevis Hanger4, ...

Fig. 1 PVC - PVC Coated Standard Clevis Hanger

Size Range- Size.1/2" thru 8" pipe.

Material -- Carbon Steel

Insulation Material - 3/16" felt ..-

Function - The Fig.,1 F is designed for the suspension of ,i

copper tube so as to prevent electrolysis between tube and ,/

hanger. The Fig. 1 PVC is designed for steel or other pipe ./

types of-same O.D. Both Fig. 1 F and Fig. 1 PVC act to reduce /

noise and vibration in pipe or tube system.

Approvals - Underwriters' Laboratories Listed in the USA \ D\

(UL) and Canada (cUL). ·.

Maximum Temperature - 650°F

Finish.- PlainC

Note -1When Fig. 1 F is,used for steel or other pipe types,

. consult factory for propersize hanger. Available in Electro-

Galvaniz6d and HDG'.finish or Stainless Steel..

Order By - Figure'number, nominal tube size and finish

1/2

314

1

Pipe

Size

5/8

5/8

314

314

3/8

3/8

3/8

STD

3/8

3/8

W8

Rod Size A

NFPA

3/8

3/8

3/8

3/8

1/2

1/2

1/2

3/8

3/8

3/8

3/8

3/8

3/8

Dimensions �042Weights

27/.

31/16

3%

3%

41/,0

41/2

51/2

6'h6%

7%

8%

10

12%

Jobsite Supply

21/,6

2%8

29/16

31/16

3%6

39/te

41/16

51/16

5%6

615/16

1

111/16

1'/e

Fig. 1 PVC

11/2

11/2

11/2

2

1

11/4

11/4

610

610

610

t. Hangers«:.....

®C®

Max. Rec.

Load Lbs.

1130

1130

1130

1430

1430

1940

2000

610

610

610

Fig. 1 F

Approx.

Wt./100

191

236

318

429

36

38

43

125

141

153

47

50

56

-I Zi:.'.....

...:..

AI

. BI.

ti

/1

:

M../ ./R.»==>/

../......\\

!I.

i

/ \

1 ''-1 1

iiI l

\'.\..

...../ k

...\

B C D

1

1

1

1

1

1

4

5

6

8

t==*==44.0,46--,v...='«=»=='==».-=4

35

.bt, 1*-,11 .. ,·...........

il

. 12t:• m

==: OB

Page 36: Struts and Hangers

4*

5-6**

..1 . I /877 : :0 : 2 5,/394. 1., :1'. '.. % . M.. 5

... I :»,«I:.. ....: . .1. I " . ...2: ..:.': ... ,·....

•LEY.::4<9*41%414 :'. •• •.,4 336• 2' ' .1 . .....&-:Zi . :.i. . . .:...7.:,4.,tl- ' . I ...

6.· •·:j-Hangeis, t•*ti•IA:7:l ·, ,#..'n., ··.1.'6: r··-:.·*.i·:.i ..ELD.Alid..., Ali34· :·f.. ··e: •· ..· :f,....:.'ir..:....; . I.all,.... ·· :¥d. '3.·,-.·14 jus·,i*,.u-,-:...- --------..•.-. '•f . -

1/2

1/2

1/2

.P-.- 6'.7.,3 :. :.41 -i.. ,; ..', ·,. .:2. 1.,3._. .· '.:'' ·-:'.

..3,6 ....:., . F.• .:.:-6*,;.....,Ef.,· . , ..:;' - :·49:5 _.#-7

1:671•.80-0.•'_i-GL·•4-21

2.... ..1Il 1, Jobsite Supply Co: ' 9,•

-,2·' :J•-Ed·(619)·295-6.100 Phone' 5.r.* 2---.. •.••-t:- ,:4 (619)1295•6300 Fax • t· "t•,............... -'-4 :.-,p· 4�036f•·";4 : 1. . '• "1•. ,...'....

Fig. 2 Adjustable Band Hanger

Fig. 2NFPA - Adjustable Band Hanger with Reduced Rod

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. with Fig. 220 shield.

Fig. 2NFPA accommodates the reduced rod schedule of the National Fire ProtectionAssociation Pamphlet 13.

Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). <cFactory Mutual Engineering approved. Conforms to Federal SpecificationWW-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 �042Weights

Pipe

Size Rod Size ABC

21/2

3

31/2

4

5

6

1/2*

112*

112*

5/8*

5/8**

W4**

3/8

3/8

3/8

3/8

3/8

3/8

5%

6

73/8

7'/,9

93/8

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

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

31/8

31/8

3%

3%

35

41/4

41/4

4'A51/4

5

61/8

61/2

»1««f/4 A 1-1

/ 114\/

1 . 1 1./11... 1 V i 1./.- 1 /«/ /- *.qi(/ I/•/'.

//r

Max. Rec. -

Load Lbs.

600

600

600

1000

1250

1250.

..

4040

Approx Wt./100

1 Fig. 2 Fig. 2NFPA

59..

97

139

Fig. 2F - Adjustable Band Hanger with Felt Lining ®c®Size Range - 1/2" thru 6' copper tubing

Material - Carbon Steel, Pre-Galvanized

Function - Recommended for the suspension of copper tube soas 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 FederalSpecification 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 factoryfor proper size. Available in Stainless Steel materials.

Order By- Figure number and copper tube size

CopperTube

Size Rod Size

21/2

3*

3'/:*

1/2

3/4

1

11/4

11/2

2

5/8

5/8

314

* 3/8" nut is used when requested.

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

5%

6

7%

73/8

9

9%

Dimensions �042Weights

A B C

4'h4

51/4

5

6'/e

616

Jobsite Supply

2%

212

2%

2'4

27/8

3

1%

11/4

21/8

1%

2'.1%

1%

1 V0

1%

114

1 'A1

1%

21/2

2".

1%

11/2

1%

Max. Rec.

Load Lbs.

600

600

600

1000

1250

1250

400

400

400

400

400

400

41

45

'521

<

40

43

50

56

95

105

60

98

140

Approx.

Wt./100

41

46

53

12

12

13

14

15

16

11//-\.-

\B

\�036 i. '-,9

36

12

u, 12...0 m

A.==95 08

Page 37: Struts and Hangers

18

1'41'/22

:i'f•60. : ...'32.'•,•f··::i.·re•:•.57:it + -•.• T- •s•"'•-... .•:*H•*•*•»liAe.., ..�036�036

-3'·,381'9)i*6300IFar .: . .4...+.-'.•4:'tl.---' ,··' "3ij," '1 '.'•-.4.i ...14.-6«23 1 .1.- •'.. .-2:'Ir·&/m#.•W'FEBkilz-,VET.9 · ie .24&•A,.'S. :Al--<174 . :.-hi 't·•. 1;,894*

Fig. 200 - "Trimline" Adjustable Band Hanger

Size Range- 1/2" thfu,8" pipe ·

Material ·- Carbon Steel; Mil. Galvanized to G90

specifications

Function -- For fire serinklef..and other general piping

purposes. Knurled swivel nut design permits hanger

adjustment after installation. ·

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.

�042(2:/2",thru 8" Spring tension on nut holds it

securely in hanger:before installation. Adjusting

nut is easily removed.

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

Speclfigations WW-H-171 E'.Type 10'and Manufacturers

Standardization Society SP-69, Type 10.

Maximum:Temperature - 650°F

Finish - Mil. Galvanized. For Stainless Steel materi-

als, orderTOLCO�442Fig. 200WON.

Order By - Figure number and pipe size

Pipe

Size

1/2314

1

2/2

3

3'/:

I ./-/....

.

•T:Hangers-,

®C®F

1/2 THRU 2 INCH PIPE • 2 1/2 THRU 8 INCH PIPE

Dimensions �042Weights

Rod Size · Max. Rec.

Inch Maric A B Load Lbs.

3/8

1/21/21/2

3/8

3/83/8

3/8 8mm or 10mm

3/8 8mm or 10mm

3/8 8mm or 10mm

3/8 8mm or 10mm

3/8 8mm or 10mm3/8 8mm or 10mm

10mm10mm10mm

10mm12mm

12mm12mm

JobsiteiSupply

7%91/8

10'/0131/8

3'A31/,

3%

3%

3'A41/2

5%574

73/8

5

elel

8V

2%

2/2254

27/8

263

4'/04

51/*

44

4

400

400400

400

400400

600

600600

10001250

12501250

13

14

15

IL

Approx.

Length .

11

11

12

' 35

6673

136

272934

........ '. . • '...=... I ....:/ ''. .»/ ':,

6

/I ! \

'..\.

1'

....J /

# 1 B /\ B t ... /

\\

'\

AA ....

/

r

1,)

45

68

37

{ 12.

• U,2

Sm,-=

2% 08

Page 38: Struts and Hangers

1/2

3/4

1

1/2

1/2

1/2

3.: ='.1.-:..:5: .:..1 rimp ... :- ... I ..9 3 i- 7.9,· -.. ..•1'.. '· ..ti.·,:1:,.;-•5,-.,.iki)·,t·.: ' e.':- i ..............:-:'

Ii. 11-,1.- #A#&#*4• :i:•••)••PEJ•;i.: I.•, . I . : .tr.., - C..:. :.

•1 -...4 ... \Aki: 966.....4:. .'..... ..:-i...:., ...#d. * I. 4�036..,:6--,wi,---.-- --,- 1- -Aw,--•. .5

•-ir.r.-. ; -.

4·,. : '..1 1 Jobsite Supply Co. '.27

•2.3 (619)295-6•00 Phone- '.·

...1.....1 -.9.:.l<j•:r. .:;.(619).295,6300 Fax '

Fig. 3 - J-Hanger for Pipe or Conduit

Fig. 3F - Felt Lined J-Hanger for Copper Tubing

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.

Order By - Figure number, pipe size and finish

/--1

*

Fig. 3F

CopperTube Rod Size

Size A

212

3

31/2

8

10

11/4

1 '/22

3/8

3/8

3/8

3/8

3/8

3/8

5/8

5/8

3/4

7/8

7/8

2%

2'A215/1e

31/4

39/16

311/ e

4'/16413/16

514

61/8

6%

7%

9%6

10%

2

23/16

2118

21/16

29/16

2%

3'/ie3'/439/18

315/,6

37/8

1%

1%

1 15/16

Fig. 3PVC

Dimensions �042Weights

7/16

7/16

7/16

9/16

W16

9/16

7/16

7/16

7/16

W16

W16

9/16

9/16

W16

4%

51/18

513/16

6,5/16

7%

Jobsite Supply

21/16

27/16

2%6

3'/�03631/2

3'/*

116

111/16

11'/16

3%

41/16

4%

1 1V 6

21/8

2%6

B/A

'.-* --lesaf 6,/ '·4 -/Ir->a30\ 4,*l YA.·x \\ 1

/ /=/1- C>rc» ,/•1 :: 2/A.

H 1/ I Yi

''--- , -4-IL•1·/f8\ 1 1 •-!/ /

X541 )/ -

2%

27/,

31/16

5%6

5%

6%

8

91/8

Fig. 3

Max. Rec.

Load Lbs.

400

400

400

400

400

400

500

500

500

550

550

600

760

760

Approx.

Wt./100

138

162

249

291

315

18

21

22

64

72

84

25

27

29

/.-).-'l i \1 -. 1

i./ \.

i 0.. 1 3,

* ! 0

l i i 1 /- 6

1 \ »..1

».»- 1 'fi. t. /i ·39' 4-

\. i .A \ 4,'.:-&•

B C D E F

4

5

6

es./ ./- -

38

12

u, ifS m1.=95 ca

.�0364.-==»'.».'�036�036�036./.--,.»-«:.'...'•»•»«....,-:rl' �042.-I.. •" t..'/.I=«.=.-".=,•. , ,- ,·�036i.i./•'s•,�036»«••,»,t,I't, *•..-' -. .�042,»I.. ,. �036/•*Ill-'.'.»,=«�036-�042«·,"......-'/I-/,I...#*'-'

Page 39: Struts and Hangers

21/2'

3*

3'A*

1%

11/2

2*

113.-1•:.(86*iltd.:,#...lijity 40: ..' III. Ifl-:,Il.,«11 Gil : 1, ..D. . .I'.4.; - :1 ;. ..

,· .�042•1:BF.(619).29566100 Phone ..1 '-·:- . r

(ST'-3ijtff),·ttfEdtf-d.Fax •.- 3:<:1 - 2 ,•.•,t-L *• 2=,»,i•»».

...'· ·· ·· S.,er*t:•:1-/AD.·U,""...:.-Liah'. "·.· ·0 ·'" " ··:3'.·.- :'.*L:--_ '•8-«.-...:,_ Z.:..·:1:1-... . ., ...

Fig. 4 - Standard Pipe Clamp

Fig. 4F - Standard Pipe Clamp Felt Lined

Fig. 4PVC - Standard Pipe Clamp PVC Coated

»......®C®

I ......

«Hangers 74

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

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

Material - Carbon Steel /

Function - Recommended for the suspension of non-insulated pipe or insulated pipe with //

Fig. 220 shields. (Use Fig. 330 Weldless Eye Nut, Fig. 102 Eye Rod or Fig. 101 Welded Eye ,

Rod.) Also recommended for attachment of sway bracing up to 31/2. pipe size, for larger •D

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, spac- Fig. 4

ing and,placement information relating to OSHPD projects, please refer ./.

to the TOLCO Seismic Restraint Systems Guidelines. , ,.1

Note - When the Fig. 4 is used as a sway brace, to ensure perform- ,/

ance, the UL Listing requires that it must be used with other f

TOLCO�442brace products. •» 1 ' • < •

Maximum Temperature - 750° F » \

Finish - Plain .=,\..

Note - Available in Electro-Galvanized and HDG finish or Stainless -

Steel materials.

Order By - Figure number, pipe size and finish. Fig. 4F

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

Dimensions �042Weights

Pipe

Size

1/2

3/4

1

816

9%

11%

3'/16

39/16

39/18

43/16

49/16

59/,6

6'/167

7"A

1/2

5/16

1/2

9/16

5/8

3/8

1/4

1/4

114

5/8

314

3l4

11/8

11/4

114

1%

1%

2

3%6

3%

474

21/2

2%

31/8

3'Y e4%

516

1'/•11/,

1%"111/16

17/,

2'42%

31/16

3%

5/16

5/16

5/16

5/16

5/16

3/8

Max. Design Load Lbs.

DFor Service Temp.

Bolt Size 650° 750°F

1/2

1/2

1/2

5/8

5/8

3l4

500

500

500

500

800

1040

1040

1040

1040

1040

1040

1615

930

930

1440

445

445

445

445

715

930

930

930

930

229

261

537

29

31

35

40

42

93

126

141

154

Approx.Wt./100

8 13%6 1 5% 6 3/4 1615 1440 625

10 161/2 1 71/4 71/4 7/8 2490 2220 1378

12 181/2' 1 81/4 81/4 7/8 2490 2220 1574

14 20 · 1'6 9 9 7/8 2490 2220 2103

16 23 11/8 10'/4 10'/4 7/8 2490 2220 2314

18 250 11•4 11'/, 119. 1 3060 2730 3276

20 28 1% 121/2 121/2 114 3060 2730 3863

24 331/2 1% 151/4 15'4 114 3060 2730 5222

30 417/8 2 19 19 1% 3500 3360 10511

*Meets UL 203A requirements for attachment of sway bracing. Horizontal design load for 1/2"-2' - 380#, 21/2" - 395#, 3' - 435#, 31/2" - 540#

Jobsite Supply

I.

Bi

A

A B C

4

5

6

39

/ 12

11 FtExe: 08

--'.--I........*.....lilI': ........»=�036,..... ......: .... .............=,,-,S.-..==,•".I....=.. »4

Page 40: Struts and Hangers

8

10

12

...: . ./..1.1.'. I :5 .. , . ., '. . 4 - .:, . ·· · ,2 ··,t lf:4,,..:*45-·, ·- - .

..... .: .... :.<: ......-:.....2.6. E'.. I ...

, - - il· He#*S ,3/Etti-':ti,ist•: .·3fa-1*...ffi:... ....: S.

Fig. 6 - Riser Clamp »

Fig. 6F - Felt Lined Riser Clamp ®C®

Fig. 6PVC - PVC Coated Riser Clamp

Size Range - (Fig. 6) 1/2" thru 20" pipe

(Fig. 6F) 1/2" thru 21/2" copper tubing

(Fig. 6PVC) 1/2" thru 6" pipe

Material - Carbon Steel

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. -

Maximum Temperature - 650° F

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.

Pipe

Size

1/2

314

1

1%

11/2

2

2'/23

31/2

14

16

18

20

911/16

10%

10%

24

26

28

30

91/4

91/4

99/16

13'/2

14'/21516

181/2

201/4

223/4

11

12

13

1/2

1/2

1/2

3/4

314

7/8

5/8

5/8

5/8

1/2

1/2

1/2

11/8

11/8

11/4

1W8

5%

7'/4

8%

Fig 6PVC

Dimensions �042Weights

B C Bolt Size

9

101/4

11'/2

121/2

3%

4%

47/8

1%

11/2

2

2".3

3%

1'/a11/8,

11/4

Jobsite Supply

3/8

3/8

3/8

3/8

3/8

1/2

5/8

5/8

5/8

3/8

3/8

3/8

1/2

1/2

1/2

5/8

314

314

314

1,- . 3 * - 04:. i.s'l'• 1 1- JobsitdiSup#8, Co. 13.

6 ' .3, ..... , I:'.:" '2 ..:!=i (619)42944100 Phone- * '25-

7'' .2 --• <·s'.··ef:•·:2N" 21- (619):29536§00 Fax • ·2•

# /<re/*41 9 ME /VAP,kt' 1 ••el'

,-//. \:

A

/..../ \..1•7..

B

Fig. 6

./----* /./--'.\...... -;\

/ ..A•k'"%9;•( 643\

1 -6 2

.\ , m I M

•..... 1 m / M

- /MA./ ))14 LM.y,<-7/

Fig. 6F

Max. Rec.

Load Lbs.

255

255

255

810

1160

1570

2500

2500

2700

2700

2900

2900

2900

255

255

255

390

530

670

Approx.

Wt./100

228

246

264

347

385

564

150

153

165

144

144

147

1017

1138

1759

1922

3245

3372

3499

T::': ifi, i'-:,r'. '.: . •9.... i.·:·:-6,1·,-:i " :·•'E-••«.t...,4.....1 ....

· : ·" - 7. 1 ,. •i' ' .••-;

. : -#:. 1. ·· d-•':77, i....r ···. --

. r . :1 .' /55 iS.•-_4:1 . ·· ..:

*

C/

A

4

5

6

1

1

1

40

12

- /1% =C/308

1

Page 41: Struts and Hangers

11/4

11/2

2

21/2

331/2

2/2-·3'-

314

' 'i 151 ;J6•ite?Si)04117- Co. • .....3.

· '*51'&619)1295;6190 Pho'ne '.· '·-'--••"l:tt.-:·(619)'295%308 Fax · «'331.<*-6•Wip##44.&NA'... 30...........•.•.... 41. .

..... .... ... ....'.'... . I. ../..

7

7'/08'/0

111/2

.........f... .....,.....2 ..... -.'A• . . '·r. j:...:...Si• ..is.:.i'.r.,1*•3-:6 )'.,5f:*ji· ·'t..:..2.

..�036: .- . . . I

1-- 9·fls :*••*fi-·.7f.f'i"12 .2 A .:· 4-12.· .il·-.::' :· . .i·,••. ...35% ·:·· 0·

..'·.i·: '. 03.43;.3-•i' 3 · ..... .,, r. ·· 1·':.'· . ·'..3...5.: ..'.2.K:.....il•.w, : f:. 7 ,•2.... •. .....'·•·.U.·.5

Fi9 20 - Standard Pipe Strap

Fig. 20S - Flush»Mount PipeiStrap

Si«,Range- 1/2" thru 8" pipe.

Material - Carbon Steel.

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

App,tovals- Corlforms,tti»Fl•ralSpecification WW-H-171E, Type26»d Manufacturdrs Sia'ndardizatiob Society SP-69, Type 26.

Finish - Plain.

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

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

PipeSizes A

1/2 3,/8

3/4 4

1 49/18

415/16

5'/te5%

61/4

6'/s7%

4 83/85 97/16

6 10'/28 14

Pipe

Sizes

, 1/23/4

1

1%

11/2

2

3/4

13/16

7/8

1

1%»

17/16

21/231/16

3%

...4'/8

1"/0

221/4

51/4

5'/»eh

3'/4

41/4

4%

7'

71/5

8'A1116

Data Table for Fig. 20

Dimensions �042Weights •

Hole . Max. Rea ,Approx.BC D Size Load Lbs. Wt./100

31/,e

3'43%

11fe

242%

3'4

3%41/4

4%513/16

6'/e9

1 9=1%6116

7/16

7/16

7/16

7/16

7/167/16

7/16

7/16

7/16

9/16

W16W16

11/16

410410

410

725725

725

900

16

21

26

30

33

38

102

118

130.

i ., 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 ., 7/16, 410 214%8 7/16 3 ·· 15/16 7/16 410 2449/16 9/16 3% .11/8 7/16 410 26

415/,e

'53/,6

5%

6:467,

77/8

4 '8%5 . 9'/te ..

6 10'/:

8 14

2/82%3'/,641/4

11/16 , 3%

iah 6. 41/41 1/1, _ 43/4

1'/,81% ,

1•8

51/4,-5'6

6%.

4%5%.6'/,68%

1 8

1%r'21/*

2%3%37/,

7/167/167/16

9/169/16

W1611/16

7/16

7/167/16

610

610610

610610610

410

410

410

725725725900

410

410410

159

191

234

446

159191.

234446

30

3338

102118 ·

130

- -4%47,:i* »f;433 '4 9, ·�042.2

-1,12,7 ' 6:..,

-·'··-•'-'•'I·-...--*·-r"•·.�042,-='�0420»•.-'-e,r..1.--'- . -

t;Jdbsite,Supply

-#1 Efi-:eHan•e•t,vt '1•.11•.':y"/5.2··'SS.:.".: .- . -'' .R. .N

/2\

....•i<. li .4/ A- ..../ c i.. ..lit.. 1

\. D

1 ./

* \I

\ 1

1I.\\

41

........,•_·,i ..·i'.:i .,·.4-·*a=.--··2=.·'•-.i•.t=.KA,Ci.L_ "t.·f.··1. .... -«'. .

1

12

1 11 Jit: 08

Page 42: Struts and Hangers

..: ..7, . -:r- -t:," - .... ,• .254'it.'Z .. .. t...., -· I u. :'X·· '· ./ 41>,4•"..·: .,.

' ·:·'117:t:.7..3:t....ilk:.:4 .,1. 2. ....S.....::*L..'..4 :

· .- Hang» :67.9·01:.·tB'..'..

...1 2 :......Ft:; ...i.:. -.,.. . . 4. :2'-* . ,

..., -6 7 '· ·. -....0· -,f-

•abl ........,.Zil........,--,Y ......,- 66 dz 2 .....,,

Fig. 50 - Side Beam Bracket

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

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

Engineering approved.

Finish - Plain

Note - Available in Electro-Galvanized and HDG finish or

Stainless Steel materials.

Order By - Figure number, rod size and finish

Pipe

Size

3/8

1/25/8

314

7/8

Dimensions �042Weights

Hole Max. Rec. Approx.AB C Size Load Lbs. Wt./100

2 3/4 2 7/16 700 35

2 3/4 2 W16 700 35

2 3/4 2 11/16 700 32

21/2 314 2/2 13/16 1250 110

21/2 3/4 21/2 15/16 1250 100

Fig. 52 - Six Hole Side Beam Bracket

Size Range - 3/8" and 1/2" rod, 112" thru 31/2" pipe

Material - Carbon Steel

Function - Recommended for attaching hanger rod to steel or

wood beams.

Finish - Plain

Note - Available in Electro-Galvanized and HDG finish or

Stainless Steel materials.

Order By - Figure number, rod size and finish

Pipe

Size

W8 x 1/2

1/2 x 1/2

13/16

3l4

9/16

W16

': 42.. ..:: a 1 1 Job-aitd:·Supply Co, ' li,

.,1'' ':' :i",·• J•;1. (619),295,6•00 Miong -

:.1.1.57.•:,t:.7'tiE$...I:' (61.9),29536300 Fait . , 611. .... i ..": ,

Grer*-' .... . ;1:ir. ':Ii i'.,av*0...t;. ·' •· ·· •• ·''. •

Dimensions �042Weights

<S,

•a®

Hole Size

7/16

W16

Jobsite Supply

B

»»/ AA

/«>8./ 40 -4,i - -ij

.»1\r

A

1»»

H3 (4)

H1/B

H2

'49 d »

fAC\'/

Max. Rec. Approx.H-3 Load Lbs.* Wt1100

5/16

5/16

700

700

35

34

J

A B C H4 H-2

2 2

2 2

42

12

a if2&: 021

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

Page 43: Struts and Hangers

Pipe

Size

1/2 thru 4

Rod

Size

3/8

· . ...·•1•· -•SS 1. . . ' ....r......

- I I A'Jobsite:Supply Co.".�042•1019)·295•6100Phone

..1 '.4'f: .(61-9) 265,0•-08.Fax-3.;.1-:1*)1.:.'.'.2.....41,....• .-..9..:

..=---2*-» -*./.4,"2--'... e ...16 14,6.1-4.-".4 ' ...4.

.....··fw •; 7,-..9.Il... I

: i.9.':23:.4: ......'.*1

4·:. Af· f"fi:R ' :.· i'.:.47&.1492 ....... ... ;.<:r.

..... -..32.:-·.·*..

--

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 ®C®

piping from wood, concrete or steel beams.

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.*

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

and Canada (cUL), and Factory Mutual Engineering approved thru

4" pipe. 2 - 1/4 x 2 Lag Bolts '(No Pre-drilling) Up

*Note - Additionally UL has listed the Fig. 58 with fasteners as to 4 inch Pipe

shown in table below. Per NFPA1-Lag Bolt

Finish - Plain Up To 4 Inch Pipe

Note - Available in Electro-Galvanized finish. 2-#16 x 2Drive Screws

1/2 Thru 2 inch PipeOrder By - Figure number and finish

Pipe Size

22

21/2 - 4

3'h4

44

Dimensions �042Weights

* No pre-drilling required

FastenerType Material

2 #16 x 2 Drive Screws1 3/8 Lag Bolt

1 1/2 Lag Bolt

2 1/4 x 1 1/2 Lag Bolt

2 1/4 x 2 Lag Bolts*

2 1/4 x 1 tek screws2 1/4 x 1 tek screws

Dimensions �042Weights

Max. Rec.ABC

Load Lbs.

2% 11/2 114 300

VVoodVvodd

VVood

VVoodVVood

14 gauge

16 gauge

Approx.

Wt./100

14

I. ,4.- Hangers

'. *14 .:.

2 #14 x 1Tek Type Screws _

Into Min. 16Ga. Steel \ /Up To 4 Inch Pipe -4- / \

Bolt & Hex Nut / \ / JUpTo 4un / '9''

p-A /\/

.< 426 1!4*\•1 F

B•'1/ i/'

444S

00

C

'

*-:...1 , - ....2.. -

. ' -1-1 , 60::..1,-

e

e

0e

Qty.

A

i -=i#-"1"= .- -�036:"=.-,

Jobsite Supply 43

/3

41 iEE

: 021

..------.........8. . .... ... .» ... .. t .... .......... ........ 1

Page 44: Struts and Hangers

89

10

11

12

Flange Max. Flange

Width Thickness

7/8

11

1

1

·:· , ,,1 ',i.-5•··• .',2.. - ·..-' 93.·.·-·• ..'. . AVIS

, ·· ., : ' .. ·»'.%$,4:k.:-4•.·...751•;::j. . - •• .. •94 :,2 r'---' 1:- ..i'-j,:•·- - ·'.W -I. .... r,

·2:.. . .. .4 2.1.. .,i

*£ 1-Hang#fs » M 9 •.3 '"i'.1' • ... : - A 5-/ .-:*. 2 I :-r: :··r ·- · ·.·

1-3LLS L-:'•8'L-/•til--12,_•---I....- ....*...:.:..-•....i,C·4•,L.1•.----- .1?1-.- Z,g

Fig. 62 - Center Load Beam Clamp

35... i. ·::1. A Jobsite Supply Co."ti.n . 5

ILW (619) 295-6100 Phone··WR),3.:

<.-,4Jr*•:,2··t;•:'(619)295j6300 Fax• · I.•

Material - Carbon Steel

Function - Recommended for the suspending of hanger rod from the center of an 1-beam, equally distributing the load on both sides of the beam. Use with Fig. 102 EyeRod, Fig. 101 Welded Eye Rod or Fig. 330 Weldless Eye Rod.

Approvals - Conforms to Federal Specification WW-H-171 E, Type 21, andManufacturers 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.

7/16

112*

1/2

5/8

314

7/8

1/2

1125/8

Dimensions �042Weights

Approx. Wt./100

Type 1 Type 2 Type 3 Type 4 Type 5 Type 6

100

115

129

144159

172

185

198

6675

91

177196

210

227

243

151 355*

163 382

187 435

216 452

242 484

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

Type

314314

314

Dimensions �042Weights

21/4

214

2V,6

1%1%

1'/,6

125

143

16

85

95

114

B* Bolt Size

5/85/8

3l4

267

295319

343

367

3/8

1/2

1/2

510583

625

667709

1000

12501500

300032503500

659

721

773

826

879

Max. Rec.

Load Lbs.

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

470 634

536 667558 728

606 767

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 flangebeams where the thickness does not exceed 3/4". Hardened setscrew secures 'C" Clamp to beam.

Approvals - Conforms to Federal Specification WW-H-171 E, Type23 and Manufacturers Standardization.Society SP-69, Type 23.

Finish - Plain

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

Order By - Figure number, rod size and finish

231/2

5

6·*8

861

913 1

982

1048

1115

.<FA'r-,•:, 1

.I -#ii .t'.. 1/0.4 1

... ,1 1

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

=b- T.,·.........A 1 d%:X P Y

I - l'113«/\01

C Y

Types 1 thru 4

...»31&54- '!

·57.

-.11• 11 .......... ..13- \,... ./\ / ..1..\'i,......\

»A

11. B

Types 5 and 6

0

3R , 22/>

/D

h:.. *=•//

C

/1

Dimensions �042Weights

. Max. Pipe Rod Size .

Size A B

3/8

1/25/8

3/4

7/8

* Throat opening is 1:

Jobsite Supply

2%2%2%

25/1635/16

Max. Rec. AppraC D Load Lbs. Wt11 0

2% 1 400 4023/8 1 400 502% 1 550 70

23/8 1 630 833 13/8 1200 158

2

3

4

5

6

7

A

12

3

45

6

44

12

u, B••

: 03

-1

Page 45: Struts and Hangers

F.ig. 65

Dimensions �042Weights

Max. Rec. AC D E :.F Load Lbs.* t

3/4. 1 7/16 1 610

W4 1 9/16 11/* 1130

3/4· ' 1 . 9/16 1 1/, 1130

3/8

1/2

5/8

3/8

1/2.

5/8

,=.. I B.4 '•7•.baite":*up»4.-qo........ 6 -.,--..•'--...8..,.•'••. LE «• *1- ',«.ff'•-r,•1.,•·,.•• ·••.1 ,•-, Rit-·••I"- . -i

7:4•19)'295.16%00.Photid -". i.,3.•..:r ., : 2-2'.'i•·c:,S:L. ·.: :, e,•-' •'.:. .i; ,., ..,3.-4 ·':-.., ... ·

,r Lt:9:,·•.,.(6191 2..98'f6308,FSh< · ·,f,•9,:p " . 't·:'SS .464..".fit " · ·•.3.'...,·:.,i--.••'51:4'•'·'••' • ...-. :,• ·33'Nanggi; f', . .13-f• »4**il.,822.11:jil'' • ' f ly,&091&7•&&.Eiitifi<#RK.·•,.. 94,•f'. : 5 ':::.....' >.. ......

Fig. 65 and Fig.»66

Reverdible C-Tyfe�036BeamClamps 3/4" and 11/4" Throat Openings

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

Material - Carbon Steel with hardened cup point set screw

and jam nut

Function - Recommended fot hanging from steel beam where

flange thickness does not exceed 3/4" (Fig. 65) Or 1 1/4" (Fig. 66).

Features - All steel construction eliminates structural deficien-

cies 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.

Finish - Plain

Note - Available in Electro-Galvanized and HDG finish.

Order By - Figure number, rod size and finish

Fig. 65 Patent #4,570,885

Rod SizeAB

13/ie

11/2

11/2

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

Rod SizeA B

1 3/16

11/2

11/2

Fig. 65

Dimensions �042Weights

11/4

114

11/4

1 ·7/16

1 9/16

1 "9/16

1

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

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

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.

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.

Finish - Plain

Note - Available in Electro-Galvanized finish.

Order By - Figure number, rod size and finish

Note - Do not over tighten set screw.

Fig. 68SS

Stainless Steel Reversible C-Type Beam Clamps

3/4" and 11/4" Throat Openings

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).

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 adjust-

ment 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. e

Order By - Figure number and rod size

PipeSize A

1/2 - 4 3/85,6,8 1/2

21/1621/4

Fig. 68SS

E

C

.p

Dimensions �042Weights

Stock Test Approx.

BCDEF Size Load Wt./100

2 3/4 11/4 11/3 3/8 x 11/2 1500 lbs. 84

2/4 13/16 1% 1'4 1/2 x 2 4050 Ibs. 170

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

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

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.

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 mecha-

nism 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.

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.

Finish - Pre-Galvanized

Order By - Figure number, type, length "B" and rod size

being used with beam clamp

Note - Minimum return on Strap: 1".

Type

Dimensions �042Weights

Rod Size A

3/8

1/2

5/8

314

3/8-7/8

Hole Size

7/169/16

11/1613/16

Specify

* Longer lengths are available, consult factory.

SpecifySpecifv

Specify

Specify

Specify

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Size Range - 3/8" rod

Material - Carbon Steel

Features - Attachment to wood beams, ceilings, metal decks or

walls. Can also be welded to steel beams.

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

and Canada (cUL). Factory Mutual Engineering approved.

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

the table below.

Finish - Plain and Electro-Galvanized

Note - Available in Electro-Galvanized and HDG finish.

Order By - Figure number, rod size and finish

Patent #5,702,077

Pipe Size

1/2 - 221/2 -4

1/2 - 2

1/2 - 2

1/2 - 2

* No pre-drilling

Pipe Size

1/2 - 2

5-6

* Minimum safety factor of 5

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FastenerType Material

#14 x 1 1/4 A-point hex-washer-head sheet metal screw VVood

1/4 x 11/2 wood screws* VVood1/4 x 1 tek screws Metal (18 gauge)

#14 x 11/4 A-point hex-washer-head sheet metal screw . Wood#14 x 2 A-point-hex-washer-head sheet metal screw Wood thru 5/8' gyp board

Dimensions �042Weights

1 'A 5/16 3/8

Consult factory for data

Max. Rec.

Load Lbs.*

Approx.

Wt./100

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Fig. 83 - Isolator for Copper Tubing

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 vibrationand prevent transmission of sound to thebuilding structure.

Finish - Pre-Galvanized

Standard Steel Pipe Hangers for use with Isolators: Fig. 1 Clevis Hanger, Fig. 2 BandHanger, Fig. 3 J-Hanger and TOL-Strut�442Rigid or O.D. Pipe Clamps

Order By - Figure number and nominal tube size

111/411/2

Pipe

Size

111/411/2

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1 13/1621/8

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11/4

21/8

2'/8

Fig. 83 -Dimensions �042Weights

11/4

11/4

11/4

11/4

1114

114

11/4

11/4

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331/2

4

51/25•

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11/411/411/4

2/4

2/4

21*

21/4

2'.

21/4

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11411/4

11/4

2'.21/4

2/4

21/2

33

31/2

5

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2

3/4

3/4

1

TOL-Strut�442Approx.

Clamp Size Wt./100

11/8 0.D. 4

114 0.D. 4

1 RIGD 4

Fig. 84 - Dimensions �042Weights

11/4

11/4

11/4

HangerB C Size

21/4

2'l42'/4

2/4

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1 RIGD 4

1 RIGD 4

1% O.D. 6

11/2 O.D. 10

2 O.D. 102 RIGD .12

2'/2 RIGD 14

3 O.D. 2031/2 RIGD 25

4 4 RIGD, · 365 5 RIGD .65

6 6 RIGD 67

8 7% O. D 196

10 9% O. D. 210

Size Range Secures 3/8" thru 7/8" hanger rod

Material - Carbon,Steel

Function - Secures channel to hanger rod for vertical seismic bracing.

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 ®C®Component of State of

California OSHPD ApprovedSeismic Restraints System

Size Range 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.

Approvals - Included in our Seismic Restraints Catalog approved by the

State of California Office of Statewide Health Planning and Development

(OSHPD). For additional load, spacing and placement information relating

to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems

Guidelines.

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

Note - Available in HDG finish or Stainless Steel materials.

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 TOPLACEMENT OF CONCRETE...- FASTENERS OR JAM NUT MAY BE USED. TYPICAL FOR ALL APPLICATIONS.

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SHEAR l

DESIGN LOAD VERTICAL DESIGN LOAD VERTICAL DESIGN LOAD VERTICALA B C

Design Load Chart for 3000 PSI Hard Rock Concrete

Dimensions �042Weights

Design Load Design Load Design Load

Vertical Shear 45°

Rod De DeSizeABC (in.)ABC (In.• ABC

3/8 1207 457 457 1 675 675 675 2 612 364 3851/2 2043 496 496 1.4 912 912 912 2 892 454 454

5/8 1690 532 532 1.7 1148 1148 1148 2 967 514 514

3/4 2321 567 567 2 1368 1368 1368 2.5 1217 597 567

7/8 2321 878 878 4 1596 1596 1596 3 1338 801 801

3/8 - 3/4 INCH

7/8 INCH

Design Load Chart for Light Weight Concrete

Dimensions �042Weights

Design Load Design Load Design Load

Vertical Shear 45°

Rod De DeA B C ABCSize ABC (in.) (In.)

3/8 905 343 343 7/8 590 590 590 2 547 307 32

1/2 1632 372 372 7/8 590 590 590 2 828 323 375/8 1268 399 399 7/8 590 590 590 2 852 337 41

3/4 1741 426 426 7/8 590 590 590 21/2 1084 350 4E

7/8 1741 656 656 7/8 590 590 590 3 1178 439 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

Component of State ofCalifornia OSHPD ApprovedSeismic Restraints System

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

Material - Carbon Steel

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

support.

Approvals - Underwriters' Laboratories listed in the USA (UL) and

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

Catalog approved by the State of California Office of Statewide Health

Planning and Development (OSHPD). For additional load, spacing and

placement information relating to OSHPD projects, please refer to the

TOLCO Seismic Restraint Systems Guidelines.

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

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.

EDGE OF -/CONCRETE 1 .1.

DESIGNLOAD 45"

deMIN.

Rod Design Load Vertical

Size Hard Rock Lt. Wt.

1255

2321

780

13462321

735

1392

468

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DESIGN LOAD-VERTICAL

Dimensions �042Weights

Design Load Shear

Hard Rock Lt. Wt.

733733958

958958

Design Load 45° "E" Embedment

Hard Rock Lt. Wt. Depth

777 525 31/2

980 679 31/2688 445 4

927

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Fig. 309 - Concrete Insert

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R#·. 1. ...

Material - Malleable Iron

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

hanger rod.

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.

Approvals - Conforms to Federal Specification

WW-H-171 E, Type 15 and Manufacturers Standardization Society

SP-69, Type 15.

Finish

Note -

Plain

Available in Electro-Galvanized finish

Dimensions �042Weights

Max. Rec. Approx.

Rod Size* Load Lbs.* Wt./100

Insert Only 3/8-7/8 1140 130

* See Fig. 309N

t Based on minimum safety factor of 5. Rating is subject to the condition that theconcrete used is of sufficient strength to hold the insert.

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 nec-

essarily compatible with TOLCO Fig. 309N (Concrete Insert

Nuts). Therefore it is recommended that TOLCO Fig. 309

be ordered concurrently with Fig. 309N.

Finish

Note -

Rod Size*

3/8

1/25/8

3/4

7/8

Plain

Available in Electro-Galvanized finish

Dimensions �042Weights

Max. Rec.

Load Lbs.*

61011301140

11401140

Approx.

Wt./100

202120

2221

t Based on minimum safety factor of 5. Rating is subject to the condition that theconcrete 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

Function - Fig. 310 is for use as a structural attachment in

concrete ceilings. Knockout plug designed to protect against con-

crete seepage. Place insert face down on concrete form and nail

in place. Reinforcing rods may be positioned under flange lips.

Specified load ratings and approvals are not dependent on the

use of any reinforcing rods in contact with the insert. Pour con-

crete, 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

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

ordered concurrently with Fi9; 310 (Spot Inserts).5/16 DIA.

Approvals - Conforms to Fuderal Specification

WW-H-171 E, Type 19 and Manufacturers Standardization Society

SP-69, Type 18.

Finish - Plain

Note - Available in Electro-Galvanized finish

Order By- Figure number and finish. Order Fig. 31 ON (Spot

Insert Nuts) separately.

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

Rod Size

1/43/8

1/2

Dimensions �042Weights

Max. Rec.

Load Lbs.*

240

600600

600600600

* Based on straight pull of 600 lbs. when used with Fig. 310.

Approx.

Wt./100

813

12

11

109

t JobsitasSupply

2-1/8

s& Hangers .

4,7

eee 1-3/

Dimensions �042Weights

Max. Rec. Approx.

Load Lbs.* Wt./100

600 53

* Based on a straight pull of 600 lbs.

1-5/8

»

/1-'Al11/4 •11/4

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.....:-*A.;ID,7.,76· ---,-oN.Kle,6,-%'....2-- -AL-w4WK.L....5.--».r .·--a

Fig. 110 - Standard U-Bolt with 4 Hex Nuts

Size Range - Sizel/2" thru 36" pipe .......-i ' --/

Material - Carbon Steel ,

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

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 .1.\Note - Available in Electro-Galvanized and HDG finish or ....

..

Stainless Steel materials.

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.

RodSize A

3/83/8

3/8

1/21/25/8

5/8

3/4

7/8

1/21/2

1/2

1/41/4

1/4

Pipe

Size

20

2430

36

21/2

331/2

810

12

1/2

3141

1 '/41'42

141618

4'/1,5%

6%

201/8

241/8301/8361/0

1W1611/8

1%

1 "/62

27/16

2,511039/1641/,8

8%

10'/812%

141/8161/8

18'A

2'/ie2%29-37/16

4'/,e49/18

211625'631'/.

371/8

1'6.1%

1%

9%

115/813%

51/16

6'APA

15

17191/8

Dimensions �042Weights

2%3

31/4

3%

441/4

13%155/8

18%

21%

71/8

8%9%

41/2

561/8

101/411'/412%

2%23/4

2%

21/821/2

2/2

33

3

41/441/4

4%

33

3%

21/,

21/8

21/8

216221/1621/16

2%6

2'.2,4

21/4

27/32213/16

213/18

331/4

....:

24041-

/3.i ..... •

./.--. '=A

43/4

4%4%4%

33/4

441/4

Jobsite Supply

25/16

271=23/32

3%3%3%

3%

31/431/4

3%

485

485

485

Max. Rec. Load Lbs.

Ffor Service Temps.

650°F 750°F

1220

12001220

226022602260

22602260

3620

36205420

7540

7540

75409920

9920992099209920

1090

1090

1090

2020

20202020

2020

20203230

3230

4830

6730

67306730

8850

885088508850

8850

435

435

738

Approx.

WL/100

230

486790

850935

1360

147616982027

110

124200

2830

33

85

93

101

1112

12

.

F B

EC

B C D E

45

6

111

1

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Page 55: Struts and Hangers

3/81/25/8

3/4

1

3/8

1/25/8

3/4

7/8

11/4

1 1/4

1 '/2

11/2

2

.. I.--

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Fig. 116 - Bevel Washer

Size Range- Sizel/4" thru 7/8" bolt

Material - Malleable Iron

Function - Designed to match taper of flange of 1-

beam or channel to permit right angle fastening of bolt.

Finish - Plain

Note - Available in Electro-Galvanized and HDG finish

or Stainless Steel

materials.

Order By- Figure number size and finish

RodSize A

Dimensions �042Weights

11/3211/3213/32

15/329/16

5/325/32

5/32

7/327/32

Approx.C Wt./100

99

14

1633

Fig. 118 - Square Washer

Size Range Sizel/4" thru 1 " bolt

Material - Malleable Iron

Function - Heavy duty washer for use on

top of channels or angles to support hang-

er rod.

Finish - Plain

Note - Available in Electro-Galvanized

and HDG finish or Stainless Steel

materials.

Order By - Figure number size and finish

Dimensions �042Weights

Rod Hole Approx.Size Size A B Wt./100

7/16 29/16 2

11/16 2'/2

13/16 3

1'/0 4

1/4

1141/4

3/8

3/8

27

2747

85

160

A

A••

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.1. k ·»: ....., ,·...-.• . /'" ·'I•er··/. •. -'

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16.00

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22.0023.00

24.00

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2.38

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4.00

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8.647.65

8.64

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Fig. 220 - insulation Protection Shield

Size Range - 2%" thru 28" inside diameter

Material - Carbon Steel

Function - Recommended for outside of foam or fiber

glass insulation to preclude crushing of insulation with-

out breaking the vapor barrier. Actual foam or fiber-

glass insulation thickness vary, verify that the I.D. of the

selected shield is suitable for the required application.

Approvals - Conforms to Federal Specifications

WW-H-171 E, Type 41 and Manufacturers

Standardization Society SP-69, Type 40

Finish - Mil. Galvanized

Order By - Figure number, shield size, gauge and

length. Data applicable to shield for thicker insulation

or larger pipe sizes is available upon request.

Dimensions �042Weights

Shield Size

Inside Dia. (in.) Stock

A Size

18ga

18ga

18qa

18ga

18ga18ga

18ga

16ga16ga

16ga

16ga

16ga

16ga

16ga14qa

14ga

14ga

14ga

14ga

14ga12ga

12ga12ga12ga

12ga12ga

12ga

12ga

12ga12ga

18

1824

24

24

24

12

1212

12

1212

1212

12

Shield Length Approx

L Wt./100

24

2424

24

2424

2424

24

12

18

18

24

2424

510563

1018

1108

1190

1276

1359

1450

2124

224123582475

2592

2709

2862

306031773303

69

8499

114

129142

160190

268

305

403457

A//l•

L

63

•Im-.43*1 :.

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Page 57: Struts and Hangers

-

11/2

221/2

331/2

4

314

111/4

113/161 15/16

2'/16

27/162%

2%

..-'-- •fi A i , 5.

' ' 2 K. 1 :3 , .�042I , . I. ....

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..re»·1-619)%61'6100 Pheine•·.•.':':,f:'.mi•.ti, ,(619) 2.-9•f6300,Fait• -• '.j,-•..t• *)..,iof.. #i. .2.•,* -•2

'/*36;i,1,·.'·t:· 1.·11�036'·'·:..·.. ·:·: ·· ' " -• . '" ·. ......92,t'.....1 - ......zi: .,·... :---.•-I. ...'... .. *...........-- �036.-----*.... ....... ... . ...--- 1 --I .... .:--- ./... .

Fig. 260-1 - Pipe Covering Protection Saddle, 1

Size Range- 3/4" thru 8" pipe

Material - Carbon Steel

Function - Designed to provide bearing surface,

for support, outside of the insulation, thus preventing

damage. Notches are provided to minimize saddle

contact with pipe and prevent heat loss.

Approvals - Conforms to Federal Specifications

WW-171 E, Type 40A and 408 and Manufacturers

Standardization Society SP-69, Type 39.

Note - All saddles are 12" long and cover 60° of

circumferenceof the pipe

Finish - Plain

Note - Available in Electro-Galvanized and

HbG finish.

Order By - Figure number, pipe size and finish

Pipe

Size

2'/,62'/le211/s

331/2

3%

5 4'/�0366 49/158 5%

2'/,62'/ie29/18

2%3

31/4

3%41/4

4112

55V,s616

215/1631/837/,6

3%41/4

49/16

51/8

5%

6'A

S#-/ M .:.Alic..7\

»il.<r A.J6Al:u»...r......11 _Ij Ki:.'S•-51

11 -'* C ,%, 11A =W•B .. «"1 C

i & ..CLOE''ts.15. 1 &

Dimensions �042Weights

ActualInsulation

C ThickneSS

15/16

1 'A1 '/ie11/,6

11/,e11/,6

1 1/161 5/,6

11/,6

1'/,61

1'/�036

21/2

33

' 1:./-3.

t«eHangers • 2:

"- 4" insulation

Use with Roller

324 326 327/328 Load Lbs.* Wt./100Max. Rec. Approx.

6

810

2-3'/22-316

2 - 3'/2

2 - 31/22 -31/2

2 - 31/2

4 2 - 3'/25 4-6

5 4-6

4-6

4-68-10

1200

12001200

1200

12001200

12001800

1800

18001800

1800

167

167178

* Maximum recommended loads are based on a safety factor of 5 and are applicable only when saddle is used on a flat bearing surface. Whensaddle is used with a pipe roll, the maximum load given for the pipe roll applies to the saddle.

Jobsite Supply

8

810

221/221/2

3

3'/231/2

247.

371442

141141

141

178

247247

...2..2, j:Z.f..1:

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Page 58: Struts and Hangers

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':,P \'g-- r (619) 295>6300 Fax

Fig. 800 - Adjustable Sway Brace Attachment to Steel

Size Range 4" thru 18" beam width

Material - Carbon Steel

Function - Seismic brace attachment to steel.

Features - This product's design incorporates a concentric attach-

ment 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 struc-

tural 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.

Finish - Plain

Note - Available in Electro-Galvanized and HDG finish.

Order By - Figure number, type number and size number.

Important Structural Note:

TOLCO Steel Fig. 65/66 components were used during structural test-

ing and are required to achieve the listed results. Malleable iron com-

ponents must never be substituted because of their serious potential for

fracture and failure.

Dimensions �042Weights

*Max. Design Loads/Lbs.

Flange Thickness Along Across

Size Max. (In.) Beam Beam

1 3/4 1265 2015

2 11/4 1265 2015

Size

Dimensions �042Weights

*Max. Design Loads/Lbs.

Fits Beam

Range (In.)

4-66-8

8-10

10 - 1212 - 1414 - 1616-18

Along

Beam

126512651265

1265

12651265

1265

Across

Beam

20152015

2015

2015

201520152015

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®C®Component of State of

California OSHPD ApproveSeismic Restraints System

11111

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.7JJ

SHOWN WITH FIG. 98(

BRACE FITTING TO

PIPE BRACE

(ACROSS BEAM)

3

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BRACE FITTING TO

PIPE BRACE

(ALONG BEAM)

1

23

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Page 59: Struts and Hangers

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Fig. 825 - Bar Joist Sway Brace Attachment

Size Range One size accommodatesall TOLCO Fig. 900 Series sway

brace attachments. Maximum Horizontal Design Load 2015 lbs.

Material - Carbon Steel

Function - *To attach sway and hanger assemblies bracing to steel bar

joist structural members..

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.

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

(OSHPI)). For additional load, spacing and placement information relating

to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems

Guidelines.

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

installation for all bracing. Steel Joist Manufacturers require that all earth-

quake 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

Listed TOLCO Fig. 825A.

Finish - Plain, Electro-Galvanized and HDG

Order By - Figure number and finish

*Important Note - The Fig. 825 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. 825 must

be used only with other TOLCO bracing products. Sho•nwirt ..,Patent #6,098,942 • /..":'. 99

MD.--- Hm /•,1\ 1,S,6 M.y,1-th

1»Al '00

SIDE VIEW

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6 111t1

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Component of State ofCalifornia OSHPD ApprovedSeismic Restraints System

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= 4

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Maximum Design Load 2015 Lbs.

Weight/100 237.5 Lbs.

UL Listed as Hanger Attachment

6" Pipe Max..

1�0421 [-la

'

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Fig. 825A - Bar Joist Sway Brace Attachment •c•

:'2.•i: I

-_L:_:84-/.

Size Range One size accommodates all TOLCO Fig. 900 Series sway

brace attachments. Maximum Horizontal Design Load 1265 lbs.

Material - Carbon Steel

Function - *To attach sway bracing to steel bar joist structural members.

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.

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 earth-

quake 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.

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 •-

--1 6. 1-

14 »»--1.Jax.1

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A» /10 %L- Shown with

Fig. 980

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any direction

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3/8"

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Maximum Design Load 1265 Lbs.

Page 61: Struts and Hangers

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Fig. 909 - No-Thread Swivel Sway Brace Attachment ®c®

Size Range - 1" bracing pipe. For brace pipe sizes larger than 1",

use TOLCO Fig. 980.

Material - Carbon Steel, hardened cone point engaging screw

Function -The structural combonent of a sway and seismic bracing

system.

Features - This product's design incorporates a concentric attach-

ment 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.

No threading of the bracin0''pi•e is required. Open design allows for

easy inspection of pipe.engagement. All steel construction eliminates

deficiencies associated withrhalleable type attachments. Fastener

can be mounted to'all surface angles.

Application Note -The Fig. 909 is used in conjunction with the

TOLCO Fjg. 100Q, Fig. 1001, or Fig. 4 (A) pipe clamp, and joined

together with bracing pipe. Install per.NFPA 13 and/or TOLCO State

of California OSHPD Approved Seismic Restraint Manual.

Installati6n - Extend bracing pipe-through opening. Tighten cone

point engaging screw until head bottoms out.

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.

Finish - Plain

Note - Available in Electro-Galvanized and HDG finish.

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.

Pipe Size

1

«Dimensions �042Weights

Max. Design. Max. Design Load Approx.A B H* Load Lbs. Lbs. w/Washer Wt./100

6 1% 17/32 2015

* Available with hole sizes to accommodate up to 3/4' fastener. Consult Factory.

Jobsite Supply

2765

Component of State of.California OSHPD ApprovedSeismic Restraints System

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Fig. 980 - Universal Swivel Sway Brace Attachment ®C®

Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural Component of State of

steel up to 1/4" thick. California OSHPD ApprovetSeismic Restraints System

Material - Carbon Steel

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

Features -This product's design incorporates a concentric attach-

ment opening which is critical to the performance of structural seismic

connections. NFPA 13 (1999 Edition) Table 6-4.5.9 H

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 •

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.A

Installation - Place bracing component into jaw fully and tighten bolt until

head breaks off. ' 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 relat-

ing 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 com-

plete 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.

lor

</*

Dimensions �042Weights

Max. Design Approx.B H* Load Lbs. Wt./100

17/32 2765

* Available with hole sizes to accommodate up to 3/4' fastener. Consult factory.

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Page 63: Struts and Hangers

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Fig. 981 - Fast Attach - Universal Swivel Sway Brace Attachment ..

Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel,

and all structural steel up to 1/4" thick.

Material - Carbon Steel

Function - Multi-functional attachment to hanger rod, trapeze rod,

structure or braced pipe fittirig.

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 •

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 �042Weights

Max. Design Approx.AB CD Load Lbs. Wt./100··-

2015

91 \:\ \

IX .A\\ .A

SHOWN WITH A.Ale.

A-12 TOLSTRUT -/• .t =*S' .CHANNELBRACE ». 7011#

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SHOWN WI�4421• SCH. 40 PIPE BRACE

<'.. 0 ./ /0/

SHOWN WITH TOLCO FIG. 1

CLEVIS HANGER WITH -

SHOWN WITHTRAPEZE HANGER

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Page 64: Struts and Hangers

1/8"3/16"

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Fig. 990 - Cable Sway Brace Attachment

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

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

Material - Carbon Steel

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.

Finish - Electro-Galvanized

Order By - Figure number, cable size and mounting

hole size.

Note - Order 99OH for hanger rod, bolt or fastener hole

size 1 " thru 11/4".

Dimensions �042Weights

Cable Maximum Design

Diameter A Load Lbs.B

2u

2/4'

2%"

975*

2050*3150*

* Maximum load rating controlled by cable breaking strength.

TOLCO FIG. 990CABLE SWAY BRACE

ATTACHMENT

00-,..«2»-

Cocot JK

Lagili..h,7%

)

�042 A I

(Cable Must Be Through Entire Slot Opening)

0 a

@ 0 4•.1& 31 r/ 7

417.Ir(INi i ) 1

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TOLCO FIG. 990CABLE SWAY BRACEATTACHMENT(TYP)

TOLCO FIG. 1CLEVIS HANGER&1 CBS CLEVIS CROSSBOLT SPACER

1

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Fig. 991 - Fast Attach

......... +..ti.:.

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...-....... --C-2 '*--.---�036-*4..·

S.:..:./4 i.

Cable Sway Brace Attachment

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

3/8" thru 3/4".

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

aircraft cable.

Features - Fits multiple-sizes of cable. Cable easily slides into

oversized front arch opening. Swivel allows adjustment to various

surface angles. Break-away hex nuts assure verification of proper

installation torque. Unique "Fast-Attach" yoke design allows Fig. 991 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 installa-

tion 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 and Development

(OSHPD).

Finish - Electro-Galvanized

Order By - Figure number, rod size 3/8" through 3/4"

US AND INTERNATIONAL PATENT APPLICATION IN PROCESS.

Dimensions �042Weights

Cable Maximum DesignDiameter A B Load Lbs.

1/8"

3/16"1/4"

5•4"

6%"

6%"

2'An2/2'21/2'

* Maximum load rating controlled by cable breaking strength.

,40

-1

975*

2050*3150*

1-00

f-Hangers-.'A ..

.©pl

C U-2

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Page 66: Struts and Hangers

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I ./-$. ...... '. ..-I-. --:.... -.i-.-- . --.:-*.I .- .- ... .... ---

Fig. 1000 - : : Fast Clamp" Sway Brace Attachment

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.

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

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.

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, spac-

ing 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.

Jobsite Supply

-U/.L 3•I'lit

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Component of State ofCalifornia OSHPD ApprovedSeismic Restraints System

/ ..•I•

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Maximum Design Load

1" thru 4" pipe size - 2015 lbs.

6" size - 1265 lbs.