10 RAMP TO WALL CONNECTION N.T.S. AND (6) #5 x 3'-0" LONG DOWELS (2 EACH PLATE). 3" CLR VARIES 4'-0" MAX PER FOUNDATION NOTE 1 ON S1.1 3'-6" MIN EQ EQ 1'-4" 7 1/4" POURED FTG AFTER PANEL IS ERECTED RAMP WALL FOOTING #4 @ 13"OC VERT #4 @ 13"OC HORIZ CONC SLAB WHERE OCCUR SEE ARCH DWG #4 @ 24"OC RAMP SLAB 3" 2 CLR" 16" 36" #4 CONT AT HOOK (1) #4 CONT ADD (2) #4 VERT BARS @ 2"OC, 2" FROM EDGE OF ERECTION PAD (TYP)
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