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I <br />I I I I J I , - j ( I I <br />, I , I I .J · , I I I It' . <br />'I II I I' 11 'r 1 .' <br />: I J I , I _ ) I I 1 <br />I t { r .J_ "J.----- t- ' I ._~_ ___ __~ <br />. I . , I. .I, 1 : I <br />: 4' THICK REI OR(ED CONe, : : .4' l~I(Ket:IIFOR(EO CONe._ 'I' : . . 4' THICK REI ORCED COtIC. : <br />: ~T~rf~~,f ~~W~0M1lW~s8~Hf : :' ~~EAlJl~\f ~J~/b0M1lW~S&\Et~) 1 p.f. EfJ-i-?t d :~r~~Rw~~f ~JW~t1lw~sgnEEtI : <br /> <br />: w. nf5,.~~')g t:?t:r~~ENWG$ SHlEO '. -; , J ~~ f.,~g~1'CJ1~ lNf:rs~~PEtllNG$ SEAlio : I ~ n5'.T_l'J8 mt:~~r-Efm~s SE~LfO : ' <br />OVER TE"'.411 TliEAfEOCOMPAClfO :. '.- . I 1 . b'ven,IEm". tRE4r~O(C!AP^CTED, I :. . OVER TERMI' IREATEDt:OMPAOED <br />FILL : '," I t1FJUtN "T" .Trl -+-'---r I ,'. t FllL~ <br /> <br />DENOfESI159ARVERflCALltlFIlLEO : O~NQ.:~'ES'1/5.0A~YktHI~;:LlUF.'ttJJ'~I~ j. :. 1;" J,1 i: I : 'OE.NOTESII58ARVEflTlc!LINFILlEO' f,F7 e~. 1-5' ,i') :\,; <br />CELlWITH6'H/)I)J<ltHOF'OOrHJG I (ELLWllH6.HOOKI1J10rc'on"r~:. r . ,.: J'I ~i' . CELLWITH6'HOOKItHOfOOfING : : <br />At~ TlE!3€AM : A!l)T1E,.I3F.:N~ . . f 'Ii ." f J ,,1;1 I J J, 4' A~ TIEI3I:AV j I I <br />" MAXsnCHlG6'0' , . MMC.SPA(HlG60 t .' II . '."..;_. r., ~". '. ".' . I c~ MAX SPACING 6'0. I '~~ <br />" , J I II t..' r It, , '. I ' <br />I , ' . f ',' ','. J." ' . . . .' I.' , t <br />I I '. . . . 'J' I' t . .... I, I . . .' .: I , I' r , , <br />~ : " ~. --~-:-f',,:;' : jT:--r ,:~jfJlf r/~*; 1~f3'4f"" I ---~:Il: <br />:: S'XI6'CONC F'OOTHlGWI~H2I58ARS i: s'xreCQNC ,:ohf'llJG~"'~If2i.S'BM~S,,:t 'ft f:. ,~J~. ,tt::::: ' ':: S'XI6"COt.t<: FoorJr~Wl~H2/5BARS : : <br />: ~COHL AM) /3 BAns ^ T 36 0 ( . : ~Co,NT.., ANp I3IJ~RS ^ T 3/S 0 C _ '.J I '. . .' ,,;'. " r I.... '6"Jll1"n4la~ ~CotH AND 13 BARS, A T 3~ 0 C : : <br />I I HeR I l TYPICAL a'xl6' DEEP r. NC FOOT IHG WI TH 'r Bent L T fP'CA~ 1 , ; ,. I' t \, ' " l' t I (~ ~A~ Wit-50:, HORtZ hPl CAL t a.XI6.0HP c tIC FOOTlt.JG WITH " , <br />: : i 21_5 BARS COIJ : : I :' . f) I '. - ~ ' J I .,\ ~~~ VIAli.-: : 1/ 215 BARS CON. : : <br />I I' ~. I , ,I 1 I ',J)<<.."'M....,........ (11\9 I (1) , I I............ , I <br />, I , I I I r ,0.._ ":"r: tnr' . . ~ , , ................ I , <br />I I , , '.' , t \lV~-G<I ~~)'~ I ' , I /' ~ ' , <br />: : . ~-- -.-- '__~_n : : ~OHTROLJQltH ~11 '-_H . " f w. k\.,.<J'H\.'1. ~ _, : :,COtHROLJOltH ___ _~__ ~__~___ : : <br /> <br /> <br />j ~ l I ~ .~ 'e,,,. .. I l. I . I ~ . 0' e," i L <br /> <br />1I'-.1I'(1~'.- ~ 4'.-'::": 14'.11". 4::.11~ 1I'-U'/1" O~_~__U~~l'lt_:....:.- _1::r~~ .:..:.._..;..__1f:~.____~. 4~?_~..:!1-. H"\l'/~It . 1\/'11'11" _ 4~_:~1- __.J:r"l" -__l_~~r~l <br />" 4~'.o" 0,0'. -.',....,.. ~t:V.~.(1'\1'~) !: .e," , I 4b"o" <br />.-------- ......_-_.~ ~--' ---~-_"O:_~...-__,-;,p,.-: ..-...... ----.-.'""--~-......----_._-~....~-----:------- . -~_.~- # -s--------- -----.---- --- <br /> <br />I <br /> <br />, <br />I <br /> <br />-- <br /> <br />3. ROOF LIVE LOAD 16 PSV ~OR 4/12 SLOPE <br />20 PSl-' Fait IUSE LESS TIIJ\N 4/12. <br /> <br />~. SOIL DEARING J500 PSP (^SSUM~D). <br /> <br /> <br />c <br /> <br />5. HOOF rnUSSE~ TIMllIm TRUSSES DESIGNEO FOil: <br />TOP CHORD, Dl-:AD I.OAD :: 1 PSF <br />UOT'fOM CHORD DF.AD LO")) ~10 psr~ <br />WINO AND LIVE LOADS AS NOT~D AOOVE <br />SPEC [AlA LOADS AS Not['~D ON TlfE FRAHING PLAN <br />TitUS:; HANUJI/\C J'ljJH~R SHALlA SUBH [T SHOP OlIAW r NOS <br />S10N~DAND SEi\LED bY A FLORIDA P.~. <br /> <br />TIHOF.H COtlNEC'fl0NS -- <br /> <br />" <br /> <br />'D <br /> <br />6. <br /> <br />DESIGNATJONS SlIOWN ON DRAWINGS <br />C}Itv1P~"l . <br />NECTOHS. APPROVED. EQUAJJ HAY <br />WITI{ EqUAlI LOAD CAPACITIES. <br />NJWTOHS ARE OA'JVANIZED. <br /> <br />E <br /> <br />ARE <br />CON... <br />BE USED <br />ALL CON- <br /> <br />i <br />.---1 <br /> <br />r:- <br /> <br />11. <br />I <br /> <br />REINl;ORC INO STEIU. -- ASTH 1\615 tJHADfo: 60. <br />SPI.llCRS -- IN HASONflY ,. -18 DAR DIA.. <br />METERS <br />IN CONCRKfE ,. 30 DAR DIA- <br />METERS. <br />conNEH DAHS -- 15 UAIW, 2'-0" X 2'-0" <br />AT CORNERS OF DKAHS AND <br />FOO (NOS. QUANTITY TO <br />MATCH LONGtTUlJINAI, REIN- <br />FOIWEMFNT. <br /> <br /> <br />... <br /> <br />\.:; <br /> <br />.._--...~ <br /> <br />J -.j <br /> <br />CONCnE'fE -- 3000 PSI COHPIU~SSIVV. S'rnENG'fll A'r 28 DAYS. <br /> <br />-- <br /> <br />HASONRY: <br />A. . CONSTIWC "rtoH TO COMPLY WITII TilE "STANDARD BUILDING <br />C<?DJo:'1 CI~~E~ 'l.l <br />1L HESION COMPHESSIVE SrllENGTII ~ t'm' .: 1500 PSI AS ))ETER- <br />HINED DY 'fifE UNIT STHENGTIf M&'fIlOD. <br />c. OHOllT. -- ASTH C-116 W ITJI COHVHEssrVE STRENGTH 01' 2000 PSI <br />UfNlMUH ANO A SLUMP = a" TO 11". <br />O. HOIlTAn ~- ASl'H 0210, TYPE S, 1800 PSI. <br />E. CONCRE'fE DLoeK -- AS1H ~90i GRADE N, TYPE 1. <br />F. JOI~r RKINFORCINO : '9 GAol GALVANIZED WIRE. L^DDER TYPE, <br />JOINT ItIUNFORCINO AT 16" 0.0. VE'RTICAlJLY IN ALL MASONRY <br />WALLS. ,CONNEC'f COHNf';RS AND IN'fEllSF.CrING 'WAJ.lLS WITH CORNER <br />AND tEE SF.CT IONS 0"1 JOrN'r jlEIN..onCING WITH 24" LONG LEOS. <br /> <br />'. ,- <br /> <br />- -~ <br /> <br />w,lf '11" <br /> <br />cJ.~ <br />.d-e:. <br /> <br />o'.{l;' <br />O"'-~" <br /> <br />,-' <br /> <br />FOU.N[)~r~ON <br /> <br />PLAN <br /> <br />K <br /> <br />Sf;.AL~ Vb"" \~ort <br /> <br />I . <br />PLA~ REVIEWED <br />. DATE_ql '!J/1/ <br /> <br />, <br /> <br />BUILDING FEPT. APPROVll.~ <br />! <br /> <br />--- <br /> <br />1 , <br /> <br />~ , <br /> <br />GENER^l NOTES <br /> <br />I SEE SI lI~PL~r~ FOR AcrUAL FIN FLOOfl ~LEVAfIONS <br />2 ~O\JtJ{)^ TlON stiOWN FOR UtH T SIEPPINGOOWN FROM lE f TO RIGHT <br />UNI TS STEPPING UP FROM lEFftO RIGH AR~ OF>POSI fE HANO <br />j SOME UPH TSWILL HAV{Ot~€ 0'8"$ lEf> OtJl Y SEE SITE PLAN <br /> <br />,} <br /> <br />A\ <br /> <br />L <br /> <br />.... <br /> <br />'(' <br /> <br />, <br /> <br />-,' I <br /> <br />\. <br /> <br />j <br />, <br /> <br />! <br />l <br />I <br />APPROVED pRINT REQUIRED <br />ON10B SITE <br /> <br />I <br />I <br />! <br />I <br />i <br />! <br /> <br />AC.!_ \'IORK SH!>.U= Ctti~)LY WITH--- <br />P"~V\!' "''\ . (. <br />"'i"\t i,il.H~(, COIIF{)' I <':"'1 '1f"II..)t"~D <br />BI - ......'tr 't\...t t ...~~ ;f1i\ <br />UltDiNG, p l~iJt<18:NG ,lME CH/\~JlCAL <br />AND N. 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'"'' <br />I'/. , " <br />". <br /> <br />- ,. ,~ ' <br />.'\.~- <br /> <br />1:'!5 DOweLS /II <br />r/LI.-EC.Y CeLl.. s -ro 'ne BeAM <br /> <br />~~eX~A~/. ~flT <br /> <br />i <br />I <br />~ <br />I <br />I <br /> <br />,- <br /> <br />Ot<A~I/"JG /,<./CC)( <br />A.I /"-()I.lNOA1IcJN PlAN,'/ oe,-, <br />A.'2 -TYPICAL Uf/ITS~2e:.,r<... <br />A.a .7YfICAL. UNII:7" ~f!;.,'<.. <br />A.4 /1ucrl.lJf/t; fL,.4N5 ('/ e:J;'/ <br />A.G W,I\U 5ec"'~NS4 !'la-reS' <br />A <7> IH7cl<lcJ~ . ~.Lc'{A~rIOI'S <br />A.7 IfIALL'6'EcTfO"/S,-~' C'3'rA/L~;' <br /> <br />~ .~ <br />~~ <br /> <br />Q, <br /> <br />.t^STENims/I~AHSJa:'rs - - EQUAL TO "111 L'f 1 DN PINS" i <br />OY 1I1vrI J"^S'fE.NING SYSTEHS. TULSA. OK. . : <br /> <br />I' <br /> <br /> <br />"5,'(.f. '~ PIK-lN<CIl <br />I <br />MeMt!:q~~.l<. f:>,y.p,c~ ~1~,t..A~CH <br /> <br />, <br />." <br />" . , <br />" I <br />. . 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APARTMENTS <br />FOH <br />OAK RUN DEVEl.OPMEf\rr <br />ZEPHYRHllLS,' FLORIDA <br /> <br />l) <br /> <br />,~- <br /> <br />I <br />I <br />! <br />I <br /> <br />I <br />l <br />, A/1 }L <br />'tJ5I~d1 ' <br />. . ...f''!'" -', I.. ' . <br /> <br />.: "2f^ ,..2' %',:... ..00,C\O~,:',. ?O'. <br />. ~__ ~_ x. ; ~,_ .r.# :.: ~ :~... ..~~~~.. L.?,"':-:~ 'j:':',..D. <br /> <br /> <br />'~ . , <br />. ," f"'-'~'~" <br />;1){ .... <br />. ~~~~. <br /> <br />, <br />; <br />, i, <br /> <br />v <br /> <br />-. <br /> <br />:"t <br /> <br />, <br /> <br />, .---I:l,U'-;-1~ ~ .1 . <br />. ' . : ~' -I'l!d <br />OOtlALO F.. lAHt( AlA. ~'U~.w >->_..'. <br />. ;'A1KHI TEe r or.AyW} n, . , ' <br />1?6 TRMJE\.JlHDS omv:~ 7A 1 I <br />61l^I()QII, FL. ;13511-0236 .. .. . ~ ~i <br />. " U)13) 609-01a3. ..L.. ..: ',/ ~ <br />. .. , ,._~- . ~JE'fr .~ I' ,) t <br />. . .' .:,}. :~.~' ':.' .'. ~,;i;~",-.~r: '- . \! <br />. ,':,::' '. ....;: .~r~....:-AI"., " . 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