
Hardyman's Yugo
Miket12 you must have a similar job to me.
Twenty odd years ago the property company I worked for were redeveloping an old hotel building. We wanted to open some of the floors up to a more open plan arrangement suitable for offices. Our structural engineers came up with some floor strengthening works (steel ties from floor joists to walls and steel ‘herringbone’ straps between the joists. All this has to be done before the demolition started and I had this written into the job specification, the pre start health and safety plan and in the pre start meetings and correspondence. Basically everything short of tattooing it on the contractors forehead.
Job started on the Monday, I visited site on the Tuesday (it was nearl100 miles away) to find the contractor well on with the demolition already. I remember thinking , these lot aren’t hanging around. I asked the temporary site agent about the floor strapping and got a puzzled look ( the planned site agent was on leave for a week). I quizzed again to find he hadn’t a clue what I was saying.
I panicked with thoughts of evacuating the building. This was before mobile phones really got going so I legged it to our management office and rang the structural engineer expecting panic from him as well. Fortunately for the site agent the engineer laughed and said ‘the 50 year excessive wind load’ isn’t blowing today, get them to fit the straps in the next few days and we will be fine.
Panic to elation in the space of a couple of minutes.
Building is still there btw, I looked on google maps this morning
Twenty odd years ago the property company I worked for were redeveloping an old hotel building. We wanted to open some of the floors up to a more open plan arrangement suitable for offices. Our structural engineers came up with some floor strengthening works (steel ties from floor joists to walls and steel ‘herringbone’ straps between the joists. All this has to be done before the demolition started and I had this written into the job specification, the pre start health and safety plan and in the pre start meetings and correspondence. Basically everything short of tattooing it on the contractors forehead.
Job started on the Monday, I visited site on the Tuesday (it was nearl100 miles away) to find the contractor well on with the demolition already. I remember thinking , these lot aren’t hanging around. I asked the temporary site agent about the floor strapping and got a puzzled look ( the planned site agent was on leave for a week). I quizzed again to find he hadn’t a clue what I was saying.
I panicked with thoughts of evacuating the building. This was before mobile phones really got going so I legged it to our management office and rang the structural engineer expecting panic from him as well. Fortunately for the site agent the engineer laughed and said ‘the 50 year excessive wind load’ isn’t blowing today, get them to fit the straps in the next few days and we will be fine.
Panic to elation in the space of a couple of minutes.
Building is still there btw, I looked on google maps this morning