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I , , I 1 , I I I \ 'I <br /> <br />I. ___ L,=,=,=,=,=J ~~ L,=,=,=,=,=,=,=J m.'w ~L,=,=,=,=,=,=,j p:l \~l@l--,===,=,=,=,=J qJ \4J-<P l'='='==CJ==,=,=J~-W-~l=,=o-CJ="=,=,=J ~~~L=,=,=,=,=,="=jm -w@- L,=,=I="--:L=J ~ W-@b,=o=,=o=,=o=J:~ '.Jj ~L~=,=,======l_ ~_'.IJ <br />~ r-------------------------il---~---J:-------------------------1 ~ <br />I I <br />I I <br />~.-- I~ I <br />W- I I <br />I rn ~ ~ I <br />L, rJ <br /> <br />, I I ' <br />I I <br /> <br />,@-~ @L <br />rn ~ <br />.~_~~~~~~~_~1~~_=_~~~~~~~~~. <br /> <br />; . <br /> <br />rn <br /> <br />, <br />Jftl <br />r.J @ <br />I <br />I <br /> <br />r--------- <br />I <br />I <br />I <br />~ ----~l <br />1 <br />I <br />, <br />L.________... <br /> <br /> <br />~I <br /> <br />:: <br /> <br />to <br />I <br /> <br />0]= <br /> <br />& 7-#6 E.W. TOP <br /> <br />~ <br /> <br />[l]= <br /> <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 <br />FOR FOOTERS C, 0, 01 & E <br /> <br />& 7-#6 E.W. TOP <br /> <br />.. <br />.. <br />cr <br /> <br />.. I <br /> <br /> <br />:: <br /> <br />~ <br /> <br />o <br /> <br />0J <br />o <br />I <br />o <br />... <br />... <br /> <br />[1]= <br /> <br />CJ :::: 1" DEEP SAW CUT CONTROL JOINTS & SEALANT; <br />CUT ALTERNATE WWF STRANDS AT JOINTS. <br /> <br /> <br />-~ <br /> <br />FOUNDATION/SLAB MUST BE LEVEL, SQUARE AND SMOOTH. <br />ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN <br />OR STEEL WILL NOT FIT. <br /> <br />o <br />I <br />N <br />... <br />... <br /> <br />I <br /> <br />1'-3"- <br /> <br />25'-0" <br /> <br />--~1'-3" <br />-J~ <br /> <br />@ <br /> <br />25'-0" <br /> <br />99' -0" <br /> <br />04 <br /> <br />_ 04 <br /> <br />NORTH <br /> <br />,!o: <br /> <br /> <br />" <br /> <br />52' -6" <br /> <br />041 <br /> <br />NORTH ASSUMED FOR ROOM FlNISH AND <br />ELEVATION DESIGNATIONS ONLY. ACTUAL <br />ORIENTATION VARIES BY BUilDING - SEE <br />CIVIL SITE PlANS. <br /> <br /> <br />1 t -3' <br /> <br />.. <br />.. <br /> <br /> <br />.. <br />.. <br /> <br /> <br />.. <br />.. <br /> <br /> <br />.. <br />.. <br /> <br /> <br />... <br />.. <br /> <br /> <br />:: <br /> <br /> <br />A~A 4t4Ul7 <br /> <br />I t~Y ~1'~'1; <br />1}IAf n~ ~rRVa1'laf f\.""'" ~",.. t~<,ti ~t tN 98 1 25' <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 /> <br />/~ <br /> <br />ZEPHYRHILLS <br /> <br />COMMERCIAL LEASING <br /> <br />..':'~~ d: i~~~)~.~;;t~i~~!';~ ':.:~~;: . <br /> <br />__ -..... ,,,:, ~:::... .":':*" '... ....,.-I-';{' <br /> <br />s"4 <br /> <br />OF <br />1 1 <br />