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<br />" <br /> <br />" <br /> <br />I <br />'" <br />I <br />"tl) <br />N <br /> <br />-D <br />-J <br />I <br /> <br />~ <br />(J <br />'-1J <br />,f) <br /> <br />r.= <br /> <br />. <br />N <br /> <br />Ir <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br /> <br /> <br />Ii iT <br />II_~_~ <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />\ I <br />I I <br />I I <br />I I <br />I I <br />I I <br />jL <br /> <br />-t <br />I <br />'i0 <br />... <br /> <br />I <br />N <br /> <br /> <br />-t <br />I <br />'i0 <br />... <br /> <br />COlJ,;~N fOOTING PIER <br />SEE FOUNDATlQN DETAILS <br /> <br />l!:: <br /> <br /> <br />Nom <br />1. TI-iE FQl.JNDA nON DESIGN IS iN ACCORDANCE wm, '94- SEC <br />CHAP1'ER '6,18, '9. 21 AND IS BASED ON 120 ~PH 'MND. <br /> <br />2. r'OONDAJTON $r!O~ IS 11-IE ",INIMUM REQUIRED BY <br />STANDAAD BUILDING CODE ALL FOUNDA nONS SHALL <br />BE D€SlGNED fOR ACruAL SlTE CONDITIONS. <br />.:s. UINI~\,( SOIL BEARING CAPAClTY 2000 PSF. <br />CONCRETE COt.4PRESSIYC: STRENG111 2000 PSI IN 28 DAYS. <br />4. fOOTING SHALL BE PLo\CED ON NON-EX?ASlIJC: SOILS ONLY. <br />5. T'r'? 8X15 CONCRETE BLOCK UNLESS OThER~SE NOrc:D. <br /> <br />~ <br /> <br />?tJ:29 B <br />J CJ :J- ,5/- ...3./1 j c&.-<;L <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I: <br />I I <br />'I <br />I <br />I <br />I <br />-.JI <br />- - ::JSHALL COMPLY <br />WITH ALL PREVAILING CODES <br />, <br />STANDARD BUILDING, PLUMBING, <br />MECHANICAL, N.E.C. AND CITY <br />OF ZEPHYRHILLS ORD~J A S <br />. ~~~RO €/J' <br /> <br /> <br />4a'-" <br /> <br />CONTINUOOS CONCRETE BLOC/( WAll ON <br />10- If '6- CCNTi~UOUS CONCRETE FOOTING. <br />REiNfORCED PER LOCAL COOl:: REaulRE~ENTS <br />'Ml1 \oliN. 2- 15 REBAR <br /> <br />'8- 1I 24- MiNJIA'JIA ACCESS PANEL LOCATlON J <br />I.IA'f VAA'f DUE TO SITE CONDITIONS, <br />('Mlli \,4iN. 0.:':5 Sl:l. FT. vtNT) <br /> <br />"'l <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />'8X24.X'0 SOt.lO CONCRETE FOOTING FOR I <br />CENTER UNE BLOCKING 5'-4" O.c. IIlAXlt.lUN. I <br />OPl1ONAL IOX1S CONTINIOUS FOOTING <br />mR CENTER LL"'E BlOO<J"'O , <br /> <br />s'-,< ~ s'-,.. s'-," s'-," s.-,": <br /> <br /> <br /> <br />-~--~-~~---~---~B--~-__~--T-_I <br />L L ,,' -7' 10 ""1'" Of : <br /> <br />COlUI.IN 24X24X10 FOOTING <br />26'-'" TO CENTER Of COlUMN Z4.X.30X10 fOOTING <br /> <br />29'-4" TO CENT>..R OF COLUI.IN 15X15X3 FOOTI"IO <br /> <br />> <br />37'-5" ro CENTER Of COlUI.IN 16X16xa FOOTING <br /> <br />;39'-,,' TO CEN1"E:R Of' COlU~N 16X16X8 FOOTING <br /> <br />EXTERIOR FOUNOATION WAll. <br />SEE FOUNDA nON DETAiLS. <br /> <br />1 SlDEWALL <br /> <br /> <br />13" IC 15" VENT OPENiNG CO~ WIlli <br />COMDS/CN RESlSTA.'H 'MRE I.lESH NOT <br />LESS TrlAN 1/4" NOR MORE 1i1AN 1/2" <br />IN ANY DIRECTION, (iYP1CAl) I SQ, FT. <br />Of' VE)o.jT REQUIRED FOR E'ti:R'f 150 SQ. <br />FT. OF CRAWl SPACE IA1NIYUN. <br /> <br />6. ALL FOUNDA nON CONSTRUCll0N. I.lA ITRIALS, AND INSTALL nON SHALL <br />SE IN ACCORDANC( W1l11 ALL A??UCABLE STATE AND LOCAL CODES. <br /> <br />7. ALL REINFORCEMENT BARS SHALL COIolPL'f W111-1 ASl1.I ,1.515. GRADE 60. <br />REJNfORcr\lEN T BARS SHALL BE EOU ALL '( SPACED WI 11-1 3- <br />ctEARANCE mo\,( BOTTOIA "ND SIDES Of' niE FOOm-lG. <br />LA? SPUCES TO BE 48 8AR DIAMETERS. <br />8. ~ASONRY UNITS SHALL CCMPLY ~l11 ASTl.4 90 <br />9. ~OTAR SHALL BE li'PE ~ OR S. <br /> <br />1 <br /> <br />=i1 <br />I <br />I <br />I <br />I <br />I <br />I <br />!- END WALL <br />I <br />I <br />I <br /> <br /> <br />CENTER UNE BEARING <br />PIER l,4AX. 5' - 4.' <br />SEE FOUNDA nON DE TAilS <br /> <br />I.lARRlACE UNE <br /> <br /> <br />~~. 'MJ\NE.'f. CAA~ <br />.. .to.SSOCA TtS <br />, an 50.11'\1 IffItU ,,\€. <br />Cl..E...vlWA 1tR. f1. -'451' <br /> <br />i <br />z <br />~ <br />tl) <br />,.... <br />~ <br />~ <br />o <br />< <br />t) <br /> <br />z <br /><{ <br />..J <br />Q... <br />Z <br />o <br />i= <br /><{ <br />o <br />z <br />::> <br />o <br />lL. <br />~ <br />Q... <br />o <br /> <br />~ <br />z. <br />oc <br />a.. <br /> <br /> I') <br /> to <br /> ,.... i' <br /> en :::E <br /> I <br /> '" <br /> I ~ <br /> en I.4J <br /> 0 <br /> 0 <br /> ::! <br />,.... <br />en <br />I <: <br />iJJ - <br />N a u <{ <br />I .oJ 0 "- <br />r-.. C/l .:: z <br />8 z 0 <br />z w <br />~ 0 <br />< ~ <: 0 <br />Q 0 a. u <br /> <br />u <br />Z <br />I--C <br /> 0 <br /> ~ <br />E-< iJJ <br />w~ <br />I--C tl)(fln <br />~ 0< <br />~ tl)CD<: <br />~ -~o <br />x-- <br />o<~ <br />~ CD~...J <br />,ol.L.. <br />0 01- . <br />'O:::~ <br /> a.<o <br />['J) CD I- <br />a:: <br />~ < <br />CD <br />::s <br />0 <br />::r: <br /> <br /> <br />\" <1 ~ .. t251-:z., <br />