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(_'�„ ( AAI I T APICAL <br />ERTICAL IN HILL CELLS <br />D PER PLAN <br />�/EL LAP MINIMUM <br />CONCRETE (3000PSI) WITH <br />�YERCIAL MATT WWF ❑N CHAIRS <br />MIL VAPOR BARRIER OVER CLEAN <br />MPACTED P ❑IS ❑N TREATED <br />IL., VAPOR BARRIER <br />TERIAL TO BE LAPPED <br />✓ITH SEAMS TAPED <br />SOIL (C❑MPACTED TO 95% MODIFIED <br />TOR ASTM D1557) <br />1C W A cU L- FOOTINGS WITH 2 EACH <br />#5 RODS CONTINUOUS ON 3" CHAIRS - TYPICAL <br />BOTTOM OF FOOTER SHALL BE 12" FR ❑M GRADE <br />T YPI CA L MO NO L YT ICI C <br />FOOTING DETAIL <br />45 VERTICAL WALL REINFORCING <br />ACI 90 STANDARD IN GROUTED CELL <br />H❑ ❑K -EMBED 6" BOND BEAM W /(1) 45 REBAR <br />a <br />= J <br />L3 Z <br />w f <br />_ J_ FILLED CELL <br />� N <br />W <br />z <br />O_ <br />I- <br />Q <br />W <br />J <br />45 DOWEL ACI STANDARD H❑ ❑K <br />W EMBED 10' MIN LAP <br />w Z z5" MIN W/ VERT & HORIZ REINFORCING <br />w s <br />ul <br />ti <br />CONCRETE FOOTING <br />REINFORCING REBAR <br />(SEE FOUNDATION PLAN) <br />25' MIN LAP +— <br />MASONRY WALL <br />FILLED CELL DETAIL <br />0 <br />z <br />E <br />a <br />J <br />i17 <br />(lJ <br />i <br />NOTE: <br />o INDICATES 1 - #5 REBAR IN FILLED CELL FROM <br />FOOTING TO UENTAU <br />LOCATED AT EACH SIDE OF ALL WINDOWS <br />AND DOOR OPENINGS, C' OC MAXIMUM OTHERWISE <br />SEE FOOTING DETAIL <br />TAP <br />WATER TAP <br />TIE TO EXISITNG <br />WATER SUPPLY <br />4' <br />3� <br />--2' — 14' <br />EDGE CE FOOTING <br />II <br />1 - 45 DOWEL IN CORNER <br />I <br />I <br />II <br />i <br />I <br />i <br />6 <br />—►-I 25' LAP MIN <br />CORNER DETAIL - FOOTING AND <br />FOUNDATION WALL REINFORCEMENT <br />3n <br />FOUNDATION P <br />lwl <br />#5 DOWEL HORIZ, REBAR <br />z_ <br />BEAM REINFORCING <br />E <br />DOWEL- LAPPED WITH <br />WALL REINFORCING 7 <br />(cU I' i H <br />�� #5 CORNER REBAR <br />GROUTED CELL <br />NOTE: ALL LAPS SHALL BE 25' MINIMUM <br />CORNER DETAIL - BOND BEAM <br />AND WALL REINFORCEMEN7' <br />I hereby certify that I have reviewed this plan and �oUnd 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 />AREA'S <br />GARAGE <br />TOTAL- AREA UNDER REDS <br />8' CEILING HEIGHT <br />Teo S F <br />NEITE: L-11UISVIL-L-E ALUMINUM ELITE SERIES <br />ATTIC LADDER <br />'5�3--O <br />ENGINEER LICENCE #53608 <br />3 0' <br />KELLER PAULA & COOK JAMES <br />5738 CYPRESS STREET <br />ZEPHYRHILLS, FL 33542 <br />D.W. SMITH, M.S.,P.E. #53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE -DADS CITY, FLORIDA 33525 <br />PHONE! 352-521-0865 FAX :352 -521 -0867 E- MAIL dwsflpe @earthlink,net <br />limi , no <br />0 <br />DESIGN PLANS BY RICK <br />813-765-9793 <br />rgollhardt@tampabay.rr.com <br />FLOOR PLAN SHEET OF <br />FOUNDATION PLAN 2 OF 5 <br />SCALE DATE JOB NO. <br />1 /4 ''=1' -0" 1 1 MAR 2013 <br />DESIGN /DRAWN CHECKED 2013 -9 <br />R. GOLLHARDT D.W.S. <br />