Wanted to push the job on as had left myself short on time for another job, who's rang a number of times to check I'm still coming. So wanted to push on, but did think I might struggle, so second opinion and its off the purchase list. 😳
Then the customers who's been ringing calls today to postpone as she needs to get a sparkie in as her DIY husband has replaced the socket fronts wrong in the hall I was to skim... lol... so I can chill and tackle these first for me porcelain tiles with time pressure.
Cheers for your input fellas, much appreciated.
D
I understand the weight limits for plasterboard, backer board etc, but....
I was wondering what is a reasonable weight limit for the actual stud partition wall? (As in, what's the limit before the framework starts crashing down) Is this something I should be considering on jobs? and what about gypframe? Stronger, weaker?