CO129-055 - Sir Bowring - 1856 [3-5] — Page 225

cti

and rammed with dry lime befor laying

Forward

? 15 the footings. Foundations of all walls to be of 274 C. feet Ashlar

external walls 2 feet thick

plinth chamfered

arices and

rubble masonry, lowest course of which is to be four feet wide diminishing in regular offsets, walls of 1: 6" are backing @ 1/% to have lowest Course 3 feet wide two feet below 22 arklar surface also diminishing in regular offsets,

LOCAL -

dow sills @ F..

621⁄2 S. feet hearth

A

plinth of smooth dressed ashlar is re- quired for all exterior walls from ground level stone fixed @ 1/8° " to level of floor to project I inches and to 48 fest rum of

have one inch of arice chamfered, the stones smooth dressed of plinth not to be less than 1:6 high and 10 this ashlar steps to alternate headers and stretchers headers to be doorways @ 1/% in length the entire thickness of the wall, loacker" 72 feet external with rough dressed rubble mas walls to the dimensions shewn in the drawing; at 72 granite caps & soury to bring the stairs, Verandah 1/8°

intervals of about 10 feet and in such position bases for brick

be pointed out during the execution of Columns @ 12-6 the work openings

are to be made through the 500 C. feet grante plinth course of 9 inches x 42 inches leaving 3x girders @ 1/ -

as may

2 Countersunt for cast nou beutilators which will be in double sets above and below floors;

2. s.

175 2.3

20. 11.

3.6. 3. 6.

4.13.9

3./2.

5. 8.-

45.-.

W

800

фа

}

25.

28213

Forward A

289

28

218