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<br />FOUNDATION SCHEDULE:
<br />7' -6" SQ. X 20" TH., 7-#6 E.W., BOTTOM
<br />FOR FOOTERS A, A 1, B, F, F1 & J
<br />7'-6" SQ. X 18" TH., 7-#6 E.W., BOTTOM
<br />FOR FOOTERS G & H
<br />3' -0" SQ. X 16" TH., 4-#5 E.W., BOTTOM
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<br />CUT ALTERNATE WWF STRANDS AT JOINTS.
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<br />FOUNDATION/SLAB MUST BE LEVEL, SQUARE AND SMOOTH.
<br />ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN
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<br />NORTH ASSUMED FOR ROOM FlNISH AND
<br />ELEVATION DESIGNATIONS ONLY. ACTUAL
<br />ORIENTATION VARIES BY BUilDING - SEE
<br />CIVIL SITE PlANS.
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<br />~W~ ''''11l4 n. ~JO'" Wl!"Qtm ,,~~;~)t
<br />structural engineers f-Ofl I)() MP~. (3 sU 0 Mf ~ qO MP~. f';"T~,r
<br />5600 US Hwy 98 N - Suite 2 Lakeland, rL 33809~. ff:
<br />Phone: 863-853-2711 Fax: 863-816-2118 , ~
<br />state of florida Certificate of Authorization # EB6347 ~, . _' ^IJ llbl~.
<br />Richard L. Klddey. P.E. - Florida Ucense II 37296 ~_
<br />
<br />~r'.f~.f'#' _,"
<br />
<br />ENGINEER OF RECORD:
<br />
<br />ARKAY ENGINEERING, INC.
<br />
<br />"...
<br />
<br />FOUNDATION PLAN
<br />
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<br />
<br />ZEPHYRHILLS
<br />
<br />COMMERCIAL LEASING
<br />
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