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�? <br />FLOOR SYSTESf & DIAPHRAM <br />NUST BE COMPLETELY <br />FRANED BEFORE <br />HACKF[LL IS PLACED <br />� <br />� FLOOR JOISTS PERP TO WALL � lf <br />o.c. (WHERE JOISTS ARE PARALLEL <br />BLOCK (3) BAYS IN @ I6" o.c.) <br />� /� -1 <br />/j5 BARS @ p.c. � <br />,y5 BARS � v o.a � <br />� �{CoK 1/-�70 7ty �r ��,1 <br />/ <br />�q. J=q P �• ��, <br />Z-'I �r3„ <br />rz- a�. <br />4" GRAVEL <br />�4" SLAB ON GRADE w <br />�4 � 12" a �. EACH ' <br />. . . --_ <br />li5E GRADE 60 <br />REHAR (Fy = 60 <br />" I 8', I 1' <br />G LR <br />C LR <br />i <br />SIMPSO�' A35 ANGLE EACH <br />SIDE OF EACH �OIST <br />2x6 P.T. (�2 DF PLATE CONTINUOUS <br />5/8" � x 10" ANCHOR BOLTS � 12" o.c. <br />LEVEL SOIL <br />BEHIND WALL <br />���— <br />� <br />I / CU <br />f� <br />I 9�_s,� <br />�5 � !O'�� I "�"" <br />�HWK U-� aoT�n^� <br />a� �T�) I <br />CONCRETE STENGTH I <br />Fc = 3000 PSI <br />BACKF[LL w/ FREE I <br />DRAINING GRAVEL I i� <br />i DRAINAGE PER GEOTECHNICAII <br />-�5� �Z��O,L. <br />15) �!5 BARS CON�I'INUOUS <br />SOIL <br />LINE <br />REPORT <br />��� <br />RESTRAINED WALL FOR NASSAU RESIDENCE <br />N.T.S. <br />