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PROVIDE 400 O 18 S.P. <br /> PER SPIS FLOOR JOISTS <br /> PENTA TREATED PER AWPA. <br /> FLOOR SHEATHING SHALL <br /> BE 3/4" T&G HEART PINE <br /> OR RED OAK ON DIAGONAL <br /> EXISTING BRICK WALL 5/4 x 8 SUB-FLOOR. <br /> 4' MOE ANCHOR PLATE CONCRETE SLAB ON GRADE <br /> TO BE REMOVED. TO BE REMOVED. <br /> I I <br /> I I PROVIDE CRAWL SPACE, <br /> I ; I AND ADEOUATE VENTILATION. <br /> u j o j� O <br /> a I `" �� THESE ARE THE MINIMUM M <br /> 0 I o0o DIMENSIONS OF THE RE-WORKED <br /> a I N I �� STONE WALL TO ENSURE <br /> g I o°,o A STABLE WALL THE WALL <br /> I <br /> SHOULD INCLUDE STONES FROM <br /> v 2'-0" I �Oo THE EXISTING STONE WALL <br /> o i I e SUPPLEMENTED WITH STONES <br /> EAST MARGARET STREET G I I I I I SIMILAR IN SIZE, SHAPE <br /> 0 AND COLOR. <br /> 0. <br /> NO. 57 STONE <br /> EXISTING CONCRETE <br /> ny \ /DRAINAGE LAYER <br /> I J/ 6 THICK (MINIMUM). <br /> CONTAINMENT WALL —III—III \\\tpo <br /> TO BE REMOVED. <br /> SOFT I I-I 17 <br /> EARTH _IT. \° ° <br /> 1 I \\D% <br /> CURB I <br /> I \ <br /> I \ <br /> CONCRETE I NEW STONE WALL \\ <br /> PAVEMENT CONCRETE CURB j DRY LAID. \ <br /> I \\ <br /> I \ <br /> b \ <br /> I I \\\ <br /> N I \ <br /> L---------------------------------\- <br /> A GEOTECHNICAL ENGINEER SHOULD VERIFY THAT THE BEARING SOILS ARE ADEQUATE. <br /> S'-6" <br /> CROSS SECTION THRU THE SIDE WALL <br /> NOT TO SCALE <br />