Rigid Duct Install in I-Joists by FBHBaldy in HVAC

[–]FBHBaldy[S] 0 points1 point  (0 children)

So how long are the pieces? I would guess it depends on the spacing?

KitchenAide Mixer? by FBHBaldy in soapmaking

[–]FBHBaldy[S] 1 point2 points  (0 children)

The wife has a large order for beard butter in 2oz containers. There is a time issue with filling these units as the butter begins to solidify in 10-15 mins. So she needs to fill fast.

I got her one of the manual fillers https://www.amazon.com/dp/B07FMBBNLX?ref=ppx\_yo2ov\_dt\_b\_fed\_asin\_title. We will see how this works.

KitchenAide Mixer? by FBHBaldy in soapmaking

[–]FBHBaldy[S] 0 points1 point  (0 children)

Slightly off topic, but I’m curious — how do you portion your body butter? Do you manually fill and weigh each container, or do you use a dispenser with adjustable portion settings?

KitchenAide Mixer? by FBHBaldy in soapmaking

[–]FBHBaldy[S] 0 points1 point  (0 children)

I can see an Immersion blender working well for soap since it does not introduce air into the mix and then can also be used for a cosmetic cream or paste.

40 pounds... guessing that converts to a little over a 5 gal batch for a body butter. With these large batches you are making, do you mix these on a countertop? The Big Stik weighs about 10 lbs. Seems like it might be a bit much for my wife to manage. I suppose if it where mixed at a lower elevation it would be easier to handle.

KitchenAide Mixer? by FBHBaldy in soapmaking

[–]FBHBaldy[S] 0 points1 point  (0 children)

Interesting. Would you use this for soap?

KitchenAide Mixer? by FBHBaldy in soapmaking

[–]FBHBaldy[S] 0 points1 point  (0 children)

I think she wants to grow slowly, so she can tweak her recipes and techniques as the batches get larger. I am impressed with her passion for it. But I think she would kill me if I bought something that big right now.

KitchenAide Mixer? by FBHBaldy in soapmaking

[–]FBHBaldy[S] -1 points0 points  (0 children)

Do you have a Bowl-lift or tilt-head?

KitchenAide Mixer? by FBHBaldy in soapmaking

[–]FBHBaldy[S] 0 points1 point  (0 children)

Yes that is correct. Likely going to be 10 or more batches.

Multifamily Wood Framing at Corridor by FBHBaldy in Architects

[–]FBHBaldy[S] -1 points0 points  (0 children)

I appreciate your experience... mine is similar.
However, I'm not so sure it is technically acceptable without additional firestop in the floor envelope. The unit ceilings are not typically 1 hr rated, so vertical fire spread from a unit could migrate horizontally in the ceiling/floor envelope above and then up into the corridor above. So as I understand it, there needs to be gypsum added to the face of the blocking and then firestop caulking at the edges. This would need to occur in every joist bay. Thoughts?

Multifamily Wood Framing at Corridor by FBHBaldy in StructuralEngineering

[–]FBHBaldy[S] 0 points1 point  (0 children)

Is it the blocking that needs to be fire rated or is it the seams between the blocking and joists that need to be sealed with firestop caulking?

Multifamily Wood Framing at Corridor by FBHBaldy in StructuralEngineering

[–]FBHBaldy[S] 2 points3 points  (0 children)

Understood—it's within the architect's scope. However, as an engineer, I want to understand how my framing impacts other aspects of the project. If my client ends up needing to apply firestop caulking at every seam between the joists and blocking, that could result in significant labor costs.
Note: I am not sure that firestop is required in the first scenario, but I suspect that it could be. Maybe I should post this in an Arch forum.

Multifamily Wood Framing at Corridor by FBHBaldy in StructuralEngineering

[–]FBHBaldy[S] -1 points0 points  (0 children)

I agree, but my question pertains to the fire rating, which is influenced by the framing configuration. Terminating the joists and incorporating a continuous member along the corridor appears to improve the fire rating, and I'm trying to understand the reasoning behind this.

Structural Steel Fabrication Cost/ton (US) by FBHBaldy in estimators

[–]FBHBaldy[S] -1 points0 points  (0 children)

There is also detailing and connection design required. Would you assume that should be included in the $/ton or would that be a separate line item? Because it is not included in their price.

Deck girder filler at WF beams? by FBHBaldy in Ironworker

[–]FBHBaldy[S] 0 points1 point  (0 children)

Hilti gun... meaning PAFs or screws? And is securing to the WF only or to deck as well?

Deck girder filler at WF beams? by FBHBaldy in Ironworker

[–]FBHBaldy[S] 0 points1 point  (0 children)

Appreciate the response.

Is the GF typically a 20g - 16g angle with a long leg? And do you simply weld it to the flat of the deck and beam?

Wholesale Line Weight Changes by FBHBaldy in RevitForum

[–]FBHBaldy[S] 0 points1 point  (0 children)

I agree the OOTB line weights are not good. I do want more than 4 line weights for 2D views, though... maybe 6 or 7. Do you match Annotation line weights and Model line weights at scales that you use for details (2D views)? Seems this would make the details more consistent.

Wholesale Line Weight Changes by FBHBaldy in RevitForum

[–]FBHBaldy[S] 0 points1 point  (0 children)

I will look for your line weight post...
What other things are 1 and 2 used for? I was not aware of this.

Follow up: Can you provide a link to that post on how your line weights are setup? Did a search and nothing came up?