Thanks so much for the input. We're waiting for the geotec to advice and move forward. I just wanted to get ahead and see if there is anything we can ballpark before waiting for the geotec.
I'm looking for information in regards to the design of bedrock embed anchors for a project. The bedrock anchors are connecting to a footing which supports a pre-cast shear wall. The footings can't get any bigger to help support the overturning effect of the shear wall, so I am trying to tie...
Hey everyone. I'm seeking guidance on design loads for a roof patio. The structure is existing and this is part of a tenant improvement design, and the roof is pre-engineered wood trusses at 2ft o.c. and about 3 inches of roof material. The architect is calling for a 26ft Dia "zen garden"...
@Jayrod12 Thanks so much, I'll get that going on my end and see where it gets me. I agree, it's always best to reduce member size later down the road, than actually increase.
I am working on a multi-family residential project were it is still too soon to determine the HVAC equipment, and I am trying to get calcs out for the dead load at the roof and start sizing some wood members. Most of my experience comes from the commercial side, were we also deal with this and...
