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LM <br />DETAIL A- A <br />I NIT 1 <br />IINIT 9 <br />8'X16' CONCRETE COLUMN <br />WITH (2) #5 REBAR FROM <br />F❑❑TER TO LINTEL BLOCK 1 EDGE OF FOOTING <br />STANDARD 90 DEGREE BEND <br />WITH 25' LAP MINIMUM <br />= I' I 11 1-#5 DOWEL IN CORNER <br />ImoN ME l <br />25' LAP <br />• —�— �� ____ CORNER DETAIL - FOOTING AND <br />FOUNDATION WALL REINFORCEMENT <br />WWF❑ORREFIBERMESH 6X6 <br />MIN 3000 PSI CONCRETE <br />N❑TE1 MIN PSI MAY VARY PER <br />COUNTY OR CITY SPECIFICATI❑NS <br />DETAIL B- B <br />24"X24"X24" CONCRETE FOOTER WITH <br />(8) #5 REBAR REINF MAT <br />#5 DOWEL HORIZ, REBAR <br />z BEAM REINFORCING <br />i <br />as , DOWEL -LAPPED WITH <br />WALL REINFORCING <br />\ �#5 CORNER REBAR S <br />`GROUTED CELL 5 <br />NOTEi ALL LAPS SHALL BE 25' MINIMUM <br />CORNER DETAIL - BOND BEAM <br />AND WALL REINFORCEMENT <br />ACI 90 STAN <br />HOOK -EMBED <br />2 <br />L7 <br />W <br />z <br />a <br />W <br />J <br />W <br />UNIT 3 <br />#5 VERTICAL WALL REINF❑RCING <br />IN GROUTED CELL <br />.,-BOND BEAM W/Q) #5 REBAR <br />UNIT 4 <br />('XB'X16' CMU TYP. <br />� t' R�ITIVE CEMENTUOUS <br />= 4'X4' INSPECTION PORT <br />AT EACH FILLED CELL <br />a FILLED CELL TYPICAL <br />NOTEi EXTEND <br />DECO FINISH 4' TO 6'- <br />BELOW GRADE <br />25' MIN LAP <br />MASONRY WALL <br />FILLED CELL DETAIL <br />TYPE 'S' MORTAR <br />5 IN GROUIEDLCELLL REINFORCING <br />MIN OVERLAP 25' <br />STANDARD 90 DEGREE BEND <br />WITH 25' LAP MINIMUM <br />F.F. <br />�- GRADE <br />ou MY <br />k <br />E.#5 D❑WSL ACI STANDARD H❑❑K "� .�.` IIC �/ EERREEMMBED1 'MINLLqqPRAAVC TIONS <br />25 MIN W/ VERT, & H❑RIZ. REINFORCING <br />6 MIL VAPOR BARRIER <br />� <br />p��ONA IFIED <br />0' 1 PER MOIT�IC SLAB 12 WERNIVIREATED <br />CONCRETE FOOTING � s%O Y a ;�tti�B�L���HALL <br />SEEFF❑OUNDATIONAPLAN) W 1_5&AIIN JW?, <br />U.NA. <br />TYPICAL MONOLYTHIC <br />FOOTING DETAIL <br />UNIT 5 <br />CHAIRS CTYPJ ON <br />8' FF --I e' <br />GRO <br />B'Xy8'EXR176�'� pCMU TpYLP. WITH <br />NISI UTEDLCELLL REINFORCING <br />MIN OVERLAP 25' <br />%R FIBERMESH <br />0 <br />N <br />I ro <br />TYPICAL INTERIOR BEARING <br />WALL WITHOUT UPLIFT <br />190am ro <br />NOTE: <br />■ INDICATES 1-#5 REBAR IN FILLED CELL FROM <br />F❑❑TING TO LENTAL <br />LOCATED AT EACH SIDE OF ALL WIND❑WS <br />AND DOOR ❑PENINGS, 6' ❑C MAXIMUM ❑THERWISE. <br />SEE F❑❑TING DETAIL <br />4 <br />TYPICAL DROPPED SLAB <br />FOUNDATION PLAN <br />CONCRETE COLUMN DETAIL <br />I hereby certify that I have reviewed this plan and found It to <br />be In compliance with ASCE 7-10 and the Florida Building Code 2010 edition <br />David W. Smith, P,E, #53608 <br />