[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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