Estimate of bricks for 6. shafts of Dor. columns |
larger diam 23. I. dimd do 20.1 I |
Shaft about 14. f. clear of base and cap. |
16. headers lay a course |
} |
to be laid in alter- |
8. streachers lay a course |
-nate courses |
call each third of the column 5. f. or 20. courses |
suppose for the lowest & middle third, the large brick |
and the upper third the dimd bricks |
the lower & middle 3d |
20. courses header |
×16= |
320. headers |
|
20. do stretchers |
× 8= |
160. stretchers |
upper 3d |
10. do headers |
×16= |
160 |
|
10 do streachers |
× 8= |
80 |
each column then will take |
large headers |
320 |
} |
480. headers |
|
small do |
160 |
|
large stretchers |
160 |
} |
240. stretchers |
|
small do |
80 |
6. columns will take |
large headers |
1920 |
} |
2880 |
|
small do |
960 |
|
large stretchers |
960 |
} |
1440 |
|
small do |
480 |
|
|
|
|
|
|
|
|
4320 |
about |
1000 |
common bricks to fill the hollows |
+ |
4000 |
do for cistern |
|
5000 |
May 13. 22. wrote to J. Perry to provide them.
1822. Aug. 30. col. bricks |
|
Jerry |
Isaac |
Aug. 30 |
525 |
500 |
|
500 |
500 |
31 |
500 |
500 |