cti and rammed with dry lime before laying the footings. Foundations of all walls to be of concrete 2 feet thick, external walls 2 feet thick with rubble masonry, lowest course of which is to be four feet wide diminishing in regular offsets. Walls of 1 brick are backing @ 1/% to have lowest Course 3 feet wide two feet below ground surface also diminishing in regular offsets.
LOCAL - dow sills @ F.. 62½ S. feet hearth. A plinth of smooth dressed ashlar is required for all exterior walls from ground level stone fixed @ 1/8" to level of floor to project 1 inches and to have one inch of arice chamfered, the stones smooth dressed of plinth not to be less than 1:6 high and 10 inches thick. Ashlar steps to alternate headers and stretchers, headers to be doorways @ 1/% in length the entire thickness of the wall, locker" 72 feet external with rough dressed rubble masonry walls to the dimensions shown in the drawing; at 72 granite caps & splay to bring the stairs. Verandah @ 1/8" intervals of about 10 feet and in such position bases for brick columns @ 12-6" are to be made through the 500 C. feet granite plinth course of 9 inches x 4½ inches leaving 3x girders @ 1/- as may be pointed out during the execution of the work; openings for cast iron ventilators which will be in double sets above and below floors.
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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