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it <br />S ASH <br />REL AS DATE <br />Not released for construction <br />of this project unless <br />this document is signed. <br />SHEET TITLE: <br />BUILDING <br />FOUNDATION <br />DRAWN: <br />CLD <br />DESIGNED: <br />SA <br />CHECKED: <br />SA <br />DATE: <br />1/1,4/00 <br />JOB NO: <br />07 -047 <br />SHEET NO. <br />�{. <br />. <br />• <br />4 <br />NOTE: <br />N <br />0) <br />i <br />0 <br />• <br />t <br />0 <br />in <br />1 1/2" <br />Fl <br />10'--10' <br />F1 <br />I< <br />J <br />PI <br />21' -0" <br />21' -0" <br />21 -0 <br />SAW_'JOINT_ <br />SAW JOINT <br />42' -0" <br />UPON WRPTTEN APPROVAL FROM ARCHITECTURAL /ENGINEERING FIRM, CONTRACTOR MAY OPT <br />TO USE FIBER MESH IN THE CONCRETE FOR SHRINKAGE REINFORCEMENT IN LIEU OF <br />WELDED WIRE MESH. IF THIS OPTION IS APPROVED AND EXERCISED: <br />FIBERS FOR CONCRETE SHALL BE EUCLID TUF — STR ND SF FIBER MESH BY EU LIDp <br />CHEMICAL COMPANY MI ED IN AT A RATE OF 5 YARD. THE EUCLID TUF — STRAND FIBERS <br />MUST BE MIXED THOROUGHLY AS DESCRIJEOO BY HE MANUFACTURER TO ENSURE UNIFORM <br />DENSITY THROUGHOUT iE MIX, <br />F <br />1 <br />21' -0" 21' -0 <br />F <br />X <br />F1 <br />42' -0" <br />4" MIN. CDNUIC <br />BARRIER ON 4 <br />PAD. (18' DEEP <br />SCALE: 1/8" = 1' -0" <br />210' -11" <br />21' -0" <br />21'-0" <br />2V-0" <br />21' -0" <br />'-L 10' -10" <br />Fl <br />TE SLAB w/6x6 W.W,M. ON 6 MIC <br />POROUS FILL ON ENGINEERED CC <br />MINIMUM) <br />HAIRPIN <br />(SEE DETAIL "A ") <br />TYP.: U.N. <br />POLY VAPOR <br />MPACTED <br />FOUNDATION PLAN <br />42 -0 <br />F <br />1 <br />w <br />0 <br />FI <br />42'-0" <br />r ,� <br />F— <br />z <br />0 <br />( Q <br />V ' <br />HAIRPIN DETAIL "A" <br />SCALE: 1/4" = 1'— 0" <br />FOOTING SCHEDULE <br />MARK <br />FOOTING SIZE <br />Fl <br />21' -0" <br />GLEN S RT ASS, P.E, <br />FLOR A PE. NO. 62216 <br />27.1114TOP FARMS RD. <br />-PRA -1" 1` MLLE, AL 36067 <br />f/5 BAR <br />1 1/2" <br />REINF. <br />0 <br />c1 �!J <br />R <br />D.4 m4 <br />H I <br />x 3O THK. (9) //5 BARS 7 <br />