MASON INDUSTRIES, Inc. BR Manufacturers of Vibration Control Products

MASON INDUSTRIES, Inc.

Manufacturers of Vibration Control Products

350 Rabro Drive Hauppauge, NY 11788

631/348-0282 FAX 631/348-0279 Info@Mason-

2101 W. Crescent Ave., Suite D Anaheim, CA 92801 714/535-2727 FAX 714/535-5738

Info@

Mason-

JOB NAME CUSTOMER CUSTOMER P.O. MASON M.I. DWG. NO.

BR

Captive Neoprene Mounting

"N" Cap Screw with Standard Washer

GH

F

A

BF

Bridge Bearing Quality Neoprene

Ductile Iron Housing

"J" dia. holes for "K" Anchor Bolts (2 req'd)

"L" dia. holes for "M" Anchor Bolts (4 req'd)

(Alternate)

VERTICAL

5900 5000 3750

2200

OSHPD OPA-0201

Rated Load Curves (lbs)

45?

BRD

7500

BRC 4700

BRB

2200 BRA

ED

APPROVED

790

E

C

D

California Office of Statewide Health Planning and Development

FIXED EQUIPMENT ANCHORAGE

OPA-0201 January 6, 2003

880 1550 3150

1800 HORIZONTAL

TYPE BR DIMENSIONS (inches)

Bill Staehlin (916) 654-3362

Type A B C D E F G H J K L M

N

BRA 3/16 2 1/2 4 1/4 1 5/8 1 3/8 3/4 3 2 1/2 3/8 3/8 1/4 5/16 ? 1 BRB 3/16 3 1/4 5 3/4 2 1/4 1 7/8 7/8 3 2 5/8 1/2 1/2 3/8 7/16 ? 1 BRC 1/4 5 1/4 9 3 5/8 3 1 1/2 6 1/2 4 1/2 7/8 3/4 3/4 5/8 5/8 ? 1 1/2 BRD 1/4 6 10 1/2 4 3/8 3 5/8 1 5/8 6 1/2 4 1/2 7/8 3/4 3/4 5/8 5/8 ? 1 1/2

TYPE BR RATINGS

COMPRESSION TENSION

SHEAR Maximum

Type & Size Duro- Rated Rated Rated Rated Rated Rated Horizontal

(Color Mark) meter Capacity Defl. Capacity Defl. Capacity Defl. Static

(lbs) (in) (lbs) (in) (lbs) (in) G Rating

Horizontal, Vertical and 45? Ratings are California OSHPD approved values having the OSHPD Anchorage Preapproval Number OPA-201. Testing and calculations were performed to meet OSHPD criteria.

To use approved OSHPD rated load curves: 1) Calculate Vertical & Horizontal Forces on mounting including translations and overturning moments. 2) Plot Horizontal Load vs. Vertical Load. The point must fall within the area below the OSHPD curve.

BRA-Green 40 BRA-Red 50 BRA-White 60 BRA-Yellow 70

85 0.20 125 0.20 205 0.20 290 0.20

85 0.18 125 0.18 205 0.18 290 0.18

20 0.13 10.4

30 0.13

7.0

50 0.13

4.3

70 0.13

3.0

BRB-Red 50 450 0.20 500 0.18 100 0.15

3.4

BRB-White 60 740 0.20 750 0.18 BRB-Yellow 70 1040 0.20 1050 0.18

170 0.15 240 0.15

2.1 1.5 COMPRESSION

TENSION

SHEAR

BRC-Red 50 650 0.30 750 0.25 380 0.50

2.8 BRIDGE BEARING NEOPRENE SPECIFICATION

BRC-White 60 1100 0.30 1150 0.25 500 0.50

1.6

ORIGINAL PHYSICAL

TESTING FOR AGING

COMPRES-

BRC-Yellow 70 1540 0.30 1610 0.25 700 0.50

1.2

PROPERTIES

(c)

(d)

SION SET

BRD-White 60 2390 0.30 2450 0.25 750 0.50 BRD-Yellow 70 3150 0.30 3430 0.25 1050 0.50

1.3 1.0

(a) (b)

(b)

Oven

Aging(70hrs/212? F)

Duro- Tensile Elongat. Hard- Tensile Elongat.

Ozone

100 ppm in air

(e) 22hrs/212?

meter Strength at Break ness Strength at Break by Vol.20%

F

(min) (min) (max) (max) (min) Strain Method B

All Rated Capacities are based on proper neoprene loadings without metal to metal

100? F

contact. Seismic Maximum G Ratings are based on metal failure under static

40?5 2000 psi 450% + 15% ? 15% - 40% No Cracks 35% (max)

seismic loadings as defined in the building codes.

50?5 2500 psi 400% + 15% ? 15% - 40% No Cracks 35% (max)

Horizontal G Ratings are for quick reference only. Use OSHPD Rated Load Curves.

60?5 2500 psi 350% + 15% ? 15% - 40% No Cracks 35% (max) (a)ASTMD-2240(b)ASTMD-412(c)ASTM D-573 (d)ASTM D-1149 (e)ASTM D-395

PLAN VIEW OF MOUNT LOCATIONS TAG : UNIT :

Click with mouse for each location >

SPECIFIED DEFLECTION

1: 2: 3: 4: 5:

Material for one set:

6: 7: 8: 9: 10 :

Sets Required

FORM S-417 09/2008

DWN:

CHKD:

DATE:

DWG. No.

MASON INDUSTRIES, Inc.

Manufacturers of Vibration Control Products

350 Rabro Drive Hauppauge, NY 11788

631/348-0282 FAX 631/348-0279 Info@Mason-

2101 W. Crescent Ave., Suite D Anaheim, CA 92801 714/535-2727 FAX 714/535-5738

Info@

Mason-

JOB NAME CUSTOMER CUSTOMER P.O. MASON M.I. DWG. NO.

BR

Captive Neoprene Mounting

"N" Cap Screw with Standard Washer

GH

F

A

BF

VERTICAL

Bridge Bearing Quality Neoprene

Ductile Iron Housing

"J" dia. holes for "K" Anchor Bolts (2 req'd)

"L" dia. holes for "M" Anchor Bolts (4 req'd)

(Alternate)

5900 5000 3750

2200

OSHPD OPA-0201

Rated Load Curves (lbs)

45?

BRD

7500

BRC 4700

BRB

ED

APPROVED

2200 BRA

790

E

C

D

California Office of Statewide Health Planning and Development

FIXED EQUIPMENT ANCHORAGE

OPA-0201 January 6, 2003

880 1550 3150

1800 HORIZONTAL

TYPE BR DIMENSIONS (mm)

Bill Staehlin (916) 654-3362

Type

BRA BRB BRC BRD

AB

5 63 5 82 6 133 6 152

CD 108 41 146 57 229 92 267 111

E F G H J KLM

N

35 19 76 51 13 9 9 6 5/16"x1"

48 22 76 51 16 13 13 9 7/16"x1"

76 38 165 114 22 19 19 16 5/8"x1 1/2"

92 41 165 114 22 19 19 16 5/8"x1 1/2"

TYPE BR RATINGS

COMPRESSION TENSION

SHEAR Maximum

Type & Size Duro- Rated Rated Rated Rated Rated Rated Horizontal

(Color Mark) meter Capacity Defl. Capacity Defl. Capacity Defl. Static

(Kg) (mm) (Kg) (mm) (Kg) (mm) G Rating

Horizontal, Vertical and 45? Ratings are California OSHPD approved values having the OSHPD Anchorage Preapproval Number OPA-201. Testing and calculations were performed to meet OSHPD criteria.

To use approved OSHPD rated load curves: 1) Calculate Vertical & Horizontal Forces on mounting including translations and overturning moments. 2) Plot Horizontal Load vs. Vertical Load. The point must fall within the area below the OSHPD curve.

BRA-Green 40 BRA-Red 50 BRA-White 60 BRA-Yellow 70

39 5 57 5 93 5 132 5

39 4 57 4 93 4 132 4

93

10.4

14 3

7.0

23 3

4.3

32 3

3.0

BRB-Red 50 204 5

227 4

45 4

3.4

BRB-White 60 BRB-Yellow 70

336 5 473 5

341 4 477 4

77 4 109 4

2.1 1.5 COMPRESSION

TENSION

SHEAR

BRC-Red 50 BRC-White 60 BRC-Yellow 70

295 7 500 7 700 7

341 6 523 6 732 6

173 13 227 13 318 13

2.8

BRIDGE BEARING NEOPRENE SPECIFICATION

1.6 1.2

ORIGINAL PHYSICAL PROPERTIES

TESTING FOR AGING

(c)

(d)

COMPRESSION SET

BRD-White 60 1086 7 1114 6

341 13

1.3

BRD-Yellow 70 1432 7 3430 6

477 13

1.0

All Rated Capacities are based on proper neoprene loadings without metal to metal

(a) (b)

(b)

Oven

Ozone

Aging(70hrs/212? F) 100 ppm

Duro- Tensile Elongat. Hard- Tensile Elongat. in air

meter Strength at Break ness Strength at Break by Vol.20%

(min) (min) (max) (max) (min) Strain

100? F

(e)

22hrs/212? F

Method B

contact. Seismic Maximum G Ratings are based on metal failure under static

40?5 2000 psi 450% + 15% ? 15% - 40% No Cracks 35% (max)

seismic loadings as defined in the building codes.

50?5 2500 psi 400% + 15% ? 15% - 40% No Cracks 35% (max)

Horizontal G Ratings are for quick reference only. Use OSHPD Rated Load Curves. 60?5 2500 psi 350% + 15% ? 15% - 40% No Cracks 35% (max)

(a)ASTMD-2240(b)ASTMD-412(c)ASTM D-573 (d)ASTM D-1149 (e)ASTM D-395

PLAN VIEW OF MOUNT LOCATIONS TAG : UNIT :

SPECIFIED DEFLECTION

1: 2: 3: 4: 5: Material for One Set :

6: 7: 8: 9: 10 :

Sets Required

FORM S-417metric 09/2008

DWN:

CHKD:

DATE:

DWG. No.

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