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HomeMy WebLinkAbout525E4A30-A6B2-426F-9EAA-2360C427CE1E—B I F16 F4 D - m - F5.0 rI6 F<- -A 6 A FI6 m Fl6 mD \ Fib O F4.0 W6 A Footing & Pier Schedule REBAR REINFORCEMENT ANCHOR DOLTS — FOOTING/PIER COLUMN WIDTH LENGTH DEPTH LONGITUDINAL (2) N4 CONT. (5) NS (6) fly (7) NS TRANSVERSE — (5) N5 (6) NS (7) NS HORIZONTAL - — DOWELS TIES — - F16 — 1'-4' CONTINUOUS e' MIN F4.0 0. D, C 4'-0" 4'-0" I'-0" F5.0 D 5'-0' 5'-0• 1'-0' FB 0 I O/F 6'—p• 6'—per 1'-0" F16 Gfx7r1 ait� top r A_ sWs Q�/S��Ys f311 l LD t' AJ`G �gTER 75 7 �o `A s 6 0 F6.0 \��\\ DF )1 rr /rrOtO r.0 F16 FIG L COMMENTS INTO COLUMN PIERS N5 ® I'—C- MAX O.C. E.W. N5 0 1'-0" MAX O.0 E.W N5 ® I'—O" MAX O.0 E.W. (3) TIES IN TOP 12". ANCHOR BOLTS CAN BE AND EPDXIED 7" MIN 0