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4 <br />I <br />(0 <br />NOTE: <br />1 1/2' <br />0 <br />in <br />Co <br />f <br />J <br />F� <br />K <br />10' -6" <br />FA <br />z <br />V) <br />52' -6" <br />F <br />1 <br />UPON WRITTEN 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 CHEMICAL p� T AT DESCRIBED TH E A MA NU FA �T E U �ER D T O�E N URE <br />DENSITY THROUGHOUT THE MIX. <br />21 -0 <br />SAW JOINT <br />SAW _J OINT <br />F�1 <br />21' -0" <br />F <br />21' - <br />231' -11' <br />4 MIN. CONCRJJE SLAB w//6x 5 W.W.M. ON 6 MIL POLY VAPO <br />BARRI R ON 4 POROUS FILL ON ENGINEERED COMPACTED <br />PAD. (18" DEEP MINIMUM) <br />21' -0" <br />�I'OUNDATTiON PLAN <br />SCALE: 1/8" = 1' -0" <br />HAIRPIN <br />(SEE DETAIL "A ") <br />F) TYP. U.N. <br />21' -0 . <br />cq <br />a <br />0 <br />FA <br />SCALE: 1/4" = 1 <br />MARK <br />FA <br />21' -0" <br />42' -0" <br />FOOTING SIZE <br />HAIRPIN DETAIL "A" <br />FOOTING SCHEDULE <br />GLEN STUART AS <br />FORMA RE. <br />2327 HILLTOP <br />74I'VILLE, I <br />/ F11 <br />L ._ <br />REINF. <br />Y, P.E. <br />. 62216 I <br />MS RD. <br />36067 <br />V ) <br />r- <br />T-1 <br />SEAL: <br />FLORIDA P.E. NO. 62.216 <br />r esimetwaramesutweiw o+0.) <br />0 <br />g <br />GLE i STUART 4'HLEY <br />'1�� <br />RELEASE ATE <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 />DESIGNED: <br />CHECKED: <br />DATE: <br />