I am a wood framer and I've been ask to quote a metal stud job. I can wing it, but I thought I'd ask the pro's about estimating numbers.
I have interior and exterior walls. 3 5/8" and 6". Walls 11' and 14' +/-. All non-load bearing.
I'm figuring:
1 bottom track per lineal foot of wall with 10% waste. (LF X 1.10)
One 3/4" power activated fastener per lineal foot of wall times .75.
1 stud per lineal foot of wall times .83.
4.4 pan head screws per lineal foot of wall times .83.
1 top track per lineal foot of wall with 10% waste.
One 3/4" power activated fastener per lineal foot of wall times .75.
How am I doing so far?
Do I need lateral bracing in my 11' and/or 14' walls?
If so how many runs should I figure and how should I specify it on my materials list? (What is the proper term/name for in wall horizontal bracing?)
Thank you in advance for your help.
Sincerely,
Michael Davis, Albuquerque, New Mexico
I have interior and exterior walls. 3 5/8" and 6". Walls 11' and 14' +/-. All non-load bearing.
I'm figuring:
1 bottom track per lineal foot of wall with 10% waste. (LF X 1.10)
One 3/4" power activated fastener per lineal foot of wall times .75.
1 stud per lineal foot of wall times .83.
4.4 pan head screws per lineal foot of wall times .83.
1 top track per lineal foot of wall with 10% waste.
One 3/4" power activated fastener per lineal foot of wall times .75.
How am I doing so far?
Do I need lateral bracing in my 11' and/or 14' walls?
If so how many runs should I figure and how should I specify it on my materials list? (What is the proper term/name for in wall horizontal bracing?)
Thank you in advance for your help.
Sincerely,
Michael Davis, Albuquerque, New Mexico
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