[Bell Historians] Steelwork into masonary
matthewhigby at GZ_bAjDfuGoMWMlVuHmAn0a1sf98jatQWSogx-uy8kaxMCXoRgXxd1pOVj-P_qodRMQmWODf-hL3uMs.yahoo.invalid
matthewhigby at GZ_bAjDfuGoMWMlVuHmAn0a1sf98jatQWSogx-uy8kaxMCXoRgXxd1pOVj-P_qodRMQmWODf-hL3uMs.yahoo.invalid
Fri Feb 23 20:43:42 GMT 2007
In a message dated 23/02/2007 13:32:02 GMT Standard Time,
alanjbirney at q2khNZ-TwsMf_aylCD68X07OKseQFnxvrEBwjoBRAf9BUZ9CTXnp-nPLjRYYXvKl4MnluW4VcLzPlsBZjAJY4OzpY1A.yahoo.invalid writes:
It took Jed Flatters, Ron Crabtree and myself some time to
explain why the supporting steelwork HAD to be fastened securely
into the walls and have anti drag cleats fitted.
"anti drag cleats"??? Sounds painful!
M ;-O
Matthew Higby & Co Ltd,
Church Bell Engineers.
Jasmine Cottage,
The Street,
Chilcompton,
Bath,
BA3 4HN.
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