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ben kleiner
New member
Username: five28_hz

Post Number: 1
Registered: 01-2017
Posted on Wednesday, January 18, 2017 - 03:57 pm:   Edit PostDelete PostPrint Post

I'm looking for a spec for an order picker or more generally, a forklift. I have an institutional client who wants an open spec based around a specific manufacturer, but masterspec doesn't have templates for division 41 specs.
Margaret G. Chewning FCSI CCS
Senior Member
Username: presbspec

Post Number: 283
Registered: 01-2003
Posted on Thursday, January 19, 2017 - 10:18 am:   Edit PostDelete PostPrint Post

You will probably have to write it from scratch using a 3-part SectionFormat. SectionFormat is the same for all Divisions 02 - 49. You just need to utilize the appropriate articles as you develop your section. MasterSpec should have an "open" template for a section. If not, get a copy of SectionFormat from CSI to give you the basic template on which to base your section for the forklift.
ken hercenberg
Senior Member
Username: khercenberg

Post Number: 1038
Registered: 12-2006


Posted on Thursday, January 19, 2017 - 11:36 am:   Edit PostDelete PostPrint Post

Sounds like it's more of a procurement spec since it's not something built-in. I would imagine that there won't be much needed in PART 3 for example.

I don't know how much specifying experience you have so a few basics to remember:
1. Since you have a model to start with it sounds like you have the salient features that your spec needs to address.
2. If this is to be a truly open spec you'll still need to make sure that there are other manufacturers who can meet the spec. Just copying the features of a product without listing the name is still a closed, proprietary spec if no one else can meet the specified requirements.

Best of luck.
Mark Gilligan SE,
Senior Member
Username: mark_gilligan

Post Number: 808
Registered: 10-2007
Posted on Sunday, January 22, 2017 - 03:03 pm:   Edit PostDelete PostPrint Post

If you are considering forklifts or if the tenant will in the future be using a forklift inform the geotechnical engineer and the structural engineer.

While there might be loading issues for suspended slabs special attention should be paid for slabs on grade. Typically these slabs are not designed for forklift loads. The subgrade has a lot of influence in these situations.

Litigation has resulted from a failure to consider these issues.

Also pay attention to the acceptable tolerance for floor levelness.

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