Latest News
January 12th, 2012

Christmas Rush!

KI MOUNTS: Welding internal adjustment
tabs inside outer housing

KI MOUNTS: Double checking fit of
springs on internal stanchions

Hope you had a great holiday! Our Mason elves were almost as busy as Santa's!
In addition to the standard high workload, our shop jumped through hoops to complete five weeks of production in three on several complex, high capacity, high deflection isolation systems. These projects included;

1. 26 Mason type KI mounts that will be embedded in and ultimately support a 21" thick "floating" concrete floor. This structure isolates a highly sensitive electron microscope at a national laboratory (classified location). Springs were selected for 4" deflection and will support over 100,000 lbs. (See photos on left)

2. 8 seismically restrained isolators to support a 360,000 lb cooling tower at the Children's hospital in Cincinnati. Springs will deflect 2" and will support loads as high as 75,000 lbs. each. These high capacity mounts are virtually impossible to adjust manually, so their design allows for adjustment with a hydraulic jack. Time was of the essence as our mounts replaced under designed isolators from an unknown competitor. (see photos below)

3. 9 high deflection seismically restrained spring mounts which will support a 103,000 lb. cooling tower at Children's Hospital in Seattle. Each isolator is designed for lateral seismic loads as high as 15,000 lbs. Springs were sized for 3" static deflection. (Sorry, no photos of this one. The shop got it out before I thought to take pictures!)

We love a challenge. Mason Industries has the best engineering and production teams in our industry, ready to help you with your most challenging projects. We get the job done. Even at Christmas.

SLRJ: Final assembly of hydraulically adjusted 75,000 lb capacity isolator SLRJ: Two fully assembled SLRJ Mounts
being packed for delivery
SLRJ: Gap between upper plate and compression plate above the springs is
large enough to accommodate
a hydraulic jack.
This is the original mount that our SLRJ will replace. Springs are flat and restraint assembly is inadequate and is short circuiting isolator.
Half pipe welded to compression plate centers and holds jack in proper position during adjustment.
January 6th, 2011

NEW SEISMIC RESTRAINT MANUAL NOW AVAILABLE

(Click on Image to View Full Size PDF)

We are pleased to announce the publication of the 9th edition of our Seismic Restraint Guidelines.

The positive response from the engineering and construction community to this design manual has been overwhelming. We have distributed some 27,000 copies since the first publication in 1999!

The manual was developed in response to the state of California requirement for "pre approved" seismic restraint hardware and details that would free them from the cumbersome task of reviewing each and every seismic brace on hospital projects. Of course the details and design guidance contained in the book are applicable on any project where seismic restraints are required, and the information quickly spread from California and is now applied by engineers and builders all around the world.

This latest edition is available on line. We have also updated our catalog C.D. with this latest information. If you would like a new C.D. and, or, a hard copy of the manual or a complete catalog, please send us your request.

We believe we have the best seismic design manual available, but no reference book, no matter how complete, can possibly cover every situation. Our highly experienced representative group and our staff of 30 engineers, (including 7 professional engineers, licensed in all 50 states), are here to help you with your design challenges. Give us a call and take advantage of our 53 years of experience. We look forward to hearing from you.

(We would appreciate it if our competitors ignore this notice)

November 7th, 2011

Oklahoma Hit with Largest Earthquake Since 1952!

(Click on Image to View Full Size PDF)

(Click on Image to View Full Size PDF)

A Richter 5.8 Earthquake with its Epicenter near Sparks, Okla. occurred on Saturday evening at 10:53. Aftershocks as high as Richter 3.0 continue to shake the region more than 24 hours after the initial tremblor.

Don't get all shook up about your mechanical, electrical, and plumbing systems. Rely on Mason Industries for the best Seismic Restraint Solutions and Material.

For over 50 years we have developed excellent seismic restraints, vibration isolators, and flexible connectors. Our seismic restraint systems have survived numerous devastating earthquakes without a single failure. You can count on Mason to protect lives, and keep equipment securely attached to the structure without interfering with vibration and noise control. People work with our company because of our ability to engineer complete seismic system solutions the first time.

Quakes can cause extensive damage to building systems.
THIS NEED NOT HAPPEN TO YOU!

Please contact us for the latest Mason Seismic Restraint Guidelines book and a complete Mason Catalog.

Our response will include contact details of our nearest Representative Contact.

November 4th, 2011

The National Forum of Music Concert Hall








This past September we completed manufacturing the structural isolation bearings that will support The National Forum of Music Concert Hall currently under construction in Wroclaw, Poland. The building was designed by Kurylowicz & Associates with acoustical design by Artec Consultants.

Our pads will isolate this world class concert hall from ground borne disturbances generated by a nearby railway. The building weighs 36,500 tons and is supported on 499 low dynamic stiffness natural rubber bearings that are 3 3/4" thick with (4) embedded steel plates. Pads range in size from 15" x 15" to 30" x 30". Pads were designed and manufactured to yield a maximum natural frequency of 8 Hz.

We processed more than 20 tons of natural rubber and 15 tons of steel to complete the order. All of the 499 bearings fabricated were compression tested in our 375 ton capacity testing machine prior to shipment. We are pleased to enclose a photo of one of these bearings positioned on the building's foundation and an architectural rendering of the concert hall that is scheduled to open in the Fall of 2012.

We have completed numerous structural isolation projects using both elastomeric and spring isolators. We are pleased to attach a link to our Building Isolation brochure which discusses these structural isolation methods in more detail.

Please contact us if you are concerned about rail or roadway noise and vibrations disturbing your sensitive building. We are pleased to work with your acoustical consultant and design group to develop the proper isolation solution for your project.

We look forward to hearing from you.

October 17th, 2011

REGIONAL REPRESENTATIVE SEMINARS








Mason Industries is pleased to announce that we held a seminar in Chicago where we were joined by our representatives from the following areas: DPT Mechanical from Iowa, McQueeny Group from Kansas, Imbert from Illinois, A.C. Systems from Missouri, Cas Air Company from Kentucky, Fluid Handling from Wisconsin, GWF from Ohio, Environmental Concepts from Michigan, Michigan Air from Michigan, and McDaniel & Co. from Indiana.

We have just concluded another seminar here in New York attended by people from our Connecticut sales group, Vibra-Conn, the Frank J. Dean Company from Baltimore/Washington D.C., Mason East in New York, Mason Australasia, Mason U.K. from England, Silentium from Chile, Lambda from Ecuador, Fluid Solutions from Arkansas, Engineered Equipment Sales and Testing from New Mexico, Diversified Fluid Controls from Florida. We had over 34 participants and presented information on the latest developments in our acoustical, seismic and the fast growing stainless flexible connector market.

We are not a very formal organization and all these meetings are more like family reunions.

Even our reps did not realize our diversified manufacturing capabilities, 110,000 Sq. feet occupancy and investment in new machinery of half a million dollars, 150 production people and an Engineering Department including 12 Registered Engineers. We design and build our own Rubber and Neoprene molds and have a test facility with testing capacity up to 800,000 Lbs.

We wish we could invite some of you along to see how a great deal of information can be transferred in a very informal setting when people enjoy working together.

September 27th, 2011

UL APPROVED STAINLESS STEEL FIRE PROTECTION HOSES

Click on Image to View New
Product Submittals

Click on Image to View
Stainless VEE Test Bulletin

Click on Image to
View U.L. Certification List

Mason Industries is proud to announce that our V flexes (VGN, VFL, VWN, VMN & VCPSB) and Straight flexes (MN, FFL, GN, GNF and CPSB) have passed the stringent UL (Underwriters Laboratories) testing and are now certified for use for both Wet & Dry Fire Protection Systems. To receive this prestigious certification, our material was subjected to many tests including stress, flexure, low temperature and high pressure testing. Data is also published on in-house testing of all configurations to determine safe working pressures as well as spring rates, allowable movements and thrust. UL approved products must be used in all fire protection systems designed to conform with the stringent NFPA 13 (National Fire Protection Agency) code. We have included every possible end condition in the certification. (Grooved, Threaded, Welded, and both ASA 150 and 300 lb flanges) to simplify your installation.
UL Stock V flexes have 4" all directional movement capability so they are a great solution for fire protection piping crossing building expansion joints and space between adjacent buildings, in static and seismic zones. Thermal movements are a given.
All Straight flexes are the most flexible in the market place because of our close pitched corrugations. They can be used anywhere in the fire protection system too. Here again we offer the most options to the installer with 3 stock lengths and multiple end fittings. All products are available for immediate shipment.

We have the match for all your flexible piping requirements.

Please contact Mark Laboe - Product manager for more information


We look forward to hearing from you.

September 12th, 2011

Let's Talk Credentials

(Click on Image to View Full Size PDF)


(Click on Image to Purchase Book)


(Click on Image to View Article)


(Click on Image to View Article)


(Click on Image to View Chapter)

Friday was another great day; we were listed by Seismic Source International after flying through their QA/QC requirements. Our huge professional engineering staff with registrations in 50 states, OSHPD approvals, proven seismic restraints, snubber cable assemblies, etc., etc., have kept us busy keeping up with your demand for the highest industry's standards.

As a direct result of the San Fernando Earthquake in 1971, the San Francisco ASHRAE chapter honored Norm Mason in 1972 by asking him to conduct a seminar on the topic of "Protecting Isolated Machinery in Seismic Zones" At that lecture, passive, highly cushioned seismic snubbers were introduced for the first time.

We went on to study force transmission based on response spectra curves with the assistance of Dr. Wilfred Iwan, Department of Earthquake Engineering at Caltech/Pasadena. Fortunately, by the 1994 Northridge Earthquake, many of our system were in place and none failed in sharp contrast with our competitors' systems. Seismic Damage Bulletin (SD-100)

Staff Credentials

ASHRAE distinguished lecturer on the topic of seismic restraint
  James Tauby PE

Past Chairmen of ASHRAE technical committees
  Patrick Lama Sr. PE (TG-SRD)
  James Tauby PE (TC2.7)
  Douglas Valerio (TG-SRD)
  David Bloom (TG2.HVAC Security)

Authors of ASHRAE's best-selling publication:
"A Practical Guide to Seismic Restraint"
  James Tauby PE
  Richard Lloyd
  Norman Mason PE
  Todd Noce PE

Inventor of the Passive Air Gap Snubber W/Deceleration Limited to 3G (1972)
  Norman Mason PE

Domestic and International Bomb Blast Restraint Designs
  Norman Mason PE
  Patrick Lama Sr. PE


New York State Certified Continuing Education Provider
  Mason Industries Inc.

NFPA-13 Voting Member
  James Tauby

Co-Authors of ASHRAE's Chapter 49 Seismic Restraint Design (1991 HVAC Applications)
  Douglas Valerio
  Patrick Lama Sr. PE

1972 San Francisco ASHRAE Chapter Seismic Lecture; A Milestone in the Industry
  Norman Mason PE

Authors and Publishers in over 50 National and International Industry Publications
  Norman Mason PE
  James Tauby PE
  James Sadler PE
  Patrick Lama Sr. PE
  Douglas Valerio
  Richard Lloyd

FEMA Seismic Manual Editors
  James Tauby PE

Developmental Testing of Mason Industries Seismic Products on Shaker Tables at
WYLE Laboratories Western Operations, Norco Facility (2002)
  Norman Mason PE
  Patrick Lama Sr. PE
  Richard Lloyd

With this long background, we continue to feel that it is our role as a manufacturer to work with and not compete with all professionals and assist our manufacturing friends without recompense. As Manufacturers, this would be self-serving when the whole industry is struggling to move forward.




All of our Representatives as well as the Los Angeles and New York Offices are here to help

August 24th, 2011

The Strongest Earthquake to Strike the East Coast Since World War II

(Click on Image to View Full Size PDF)

Richter 5.8 Quake with Epicenter near Richmond, Virginia Rattled Buildings and Nerves from North Carolina to Massachussetts.

Don't get all shook up about your mechanical, electrical, and plumbing systems. Rely on Mason Industries for the best Seismic Restraint Solutions and Material.

For over 50 years we have developed excellent seismic restraints, vibration isolators, and flexible connectors. Our seismic restraint systems have survived numerous devastating earthquakes without a single failure. You can count on Mason to protect lives, and keep equipment securely attached to the structure without interfering with vibration and noise control. People work with our company because of our ability to engineer and complete entire systems the first time.

Quakes can cause extensive damage to building systems.
THIS NEED NOT HAPPEN TO YOU!

Please contact us for the latest Mason Seismic Restraint Guidelines book and a complete Mason Catalog at:

Our response will include our nearest Rep Contact.

August 19th, 2011

Tests, Tests and More Tests

(Click on photo to watch video)

We have been contacted by many equipment manufacturers (OEM's) as a result of OSHPD's requirement to obtain seismic certification for equipment installed in California hospitals. OSHPD developed the OSP program to pre-approve equipment that has been tested for general approval on any OSHPD project.

Since 2000, the International Building Code (IBC) has required seismic certification of all equipment required for the continued operation in an essential facility. This requirement was not enforced until California adopted IBC in 2007 and equipment certification became an OSHPD requirement.

Shake table testing is accepted as the only method of certifying the functionality of active or energized components. Testing of equipment on isolators and snubbers is the only way to obtain equipment certification for equipment that will be vibration isolated.

Because of the extreme 4g maximum acceleration required for the test shown in the embedded video, multiple Mason Z-1011 seismic snubbers were installed on the chiller. Industry standard code compliant snubbers have thin elastomeric bushings that can dramatically amplify seismic forces. But because of the Z1011's unique design and thick neoprene bushings we can control the amplification, keep the forces on the equipment and the attachments to a minimum and further guarantee survivability.
As a result of this design, the equipment passed the test and an OSHPD OSP approval number was issued.

What's most interesting is witnessing the actual test. Because most of you will never have this opportunity, we have published a video link so you can participate the same way we do.

August 2nd, 2011

Happy Birthday

Norm Mason, The President and Founder of Mason Industries Inc. celebrated his 87th birthday this past Tuesday.

Norm has managed and operated Mason Industries continuously for the past 53 years and looks forward to at least another 50 years at the helm with continually improved product.