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<br />1~' 011 <br /> <br />I~' 011 <br /> <br />I L1NiEL LOAO C~Af<t ( l~" OEI::P eECrlON ) <br /> CLEAR e.PAN CONCREtE U L.INreL "POWf:;R" erEEL. "POWER" arEa <br /> eox LlNrEl.. <br /> " - 6" 4~81 PLJ= ( UNFILLED ) 1010 PLI= L.2 ~ee.!; PLF <br /> 2' . 2" 34~!; PLF ( UNI=ILLED ) ~26 PL.F L..2 M30 PLF <br /> 2' - 8" 2111 PLF ( UNFILLED ) ~~6 PLF L-2 f,!;4~ PL.F <br /> 3' - 2" 2332 PLF ( UNI=ILLED ) 450& PLF L-2 4613 PLF <br /> 4' - 0" 183& PLF ( UNFILLED ) 3;35 PLF L.2 36~~ PLF <br /> 4' - 6" 1624 PLl= ( UNFILLW ) 31$4 pLF L.2 3288 pLF <br /> :,' - 2" 213~ PLF .. 2146 pLF L-2 .. 213M PLF .. <br /> 6' - 2" 2211 PLfl .. ma PLF L-2 .. 2400 PLF .. <br /> " - 0" l~a1 PLF II 2025 PLF 1..-2 II 2114 PLF .. <br /> a' - 0" 1123 PLl= .. 1168 PLF L.2 .. 2213 PLF .. <br /> <al' . 2" 148~ PL.F .. 1545 PLF LA .. l~e4 PLF .. <br /> 10' - 0" \354 pLF .. 1414 JOLF L-2 .. lal~ PI-F .. <br /> 10' - 811 1211 PLF .. 1325 PLF L-2 II 1110 pLF .. <br /> II' - 211 1200 PL.F .. 1230 PLF L-2 .. 16~ PLF .. <br /> 12' - 0" 1I0~ PLF .. 1118 ~LF L-2 .. 151& PLF .. <br /> 12' . a" 1044 PLF .. 1116 I::>LF L.2 II t43() PLF .. <br /> 13' - 4" 13~!) PLF .. P \381 PLF 1..-2 .. e.L - I 1364 PLF .. <br /> 14'.011 1321 PLF .. P 1321 lOLl" [,.2 .. e>L - I 12~~ PLF .. <br /> 16' - 0" IIS2 PLF .. P 1048 PLF L.2 .. e>L - I 1131 PLF .. <br /> la' - 0" 1016 PL.F .. P a2a PLF 1.-2 .. e.L - I ~e.o PLF II <br /> la' - a" ~11 PLF .. P 110 PLF 1..-2 " e.L - I a~3 PLF .. <br /> 20' - 0" 1316 PL.F .f P 62~ PLF L-2 .. e.L - I 1134 PLF .. <br /> '22' - a" 18~ PLF .. P 523 PLF 1..-2 If e.l. - I ~e. PLF .. <br /> <br />CORNER BLOCK COLUMN <br />. " 4" A.F,F. OF PORCI4 <br />WITI4 1211 WOOD eEAM · TOP.. II <br /> <br />l< (i) ~/MPSt>N "He1itlA' <br />sffLAP$ <br /> <br />CORNER BLOCK COLUMN <br />. " 4' A.F.F. OF PORCl-4 <br />WIn1 12" WOOD BEAM . TOP . , I <br /> <br />& (Vj 5IMfSt>t-! II~erA"U> <br />51it-APS <br /> <br />OBI. :2 X 12 -2 PINE eEAM <br />r- WIn1 ON!! !.AYe< V2" PI-V <br />L--- 111000 IN CEN"" <br /> <br /> <br />~. - -- _::: ::::: =-- - --=--_::: :::::::::::: ::::-_- <br /> <br />OBI. :2 X 12 -2 PINE eEAM <br />r- Wtn1 ON!! !.AY~ In" PI-V <br />L--- WOOl> .. CEN"" <br /> <br /> <br /> <br />-. - - - - - - - - - - - - - - - --=-- --=-- --=-- - - - - - - - - - - - - - -- <br /> <br />.. <br />I: <br />I <br /> <br />I: <br />I <br />Ii <br />I <br /> <br />,: <br />I <br />/: <br />I <br /> <br />I: <br />I <br />,: <br />I <br />I: <br />I <br /> <br />\: <br />J <br />I <br /> <br /> <br /> <br />I: <br />, <br />I: <br />I <br />/i <br />I <br /> <br />II <br />I <br />I: <br /> <br />II <br />I <br />:1 <br />I <br />:, <br />I <br /> <br />:1 <br />I <br />:1 <br />I <br />:1 <br />I <br /> <br />:1 <br />I <br /> <br />II <br />I <br />I, <br />I <br />I <br /> <br />POCKET eeAM INTO WOOD WALl.. <br />ON OBL. ~ruD PAcK. eTRAP AT <br />eOTTOM WITH (1) eIMPe,ON 1- TT20B <br />ANCHOR AND eiRAP AT TOP <br />WITl-1 (1) e,IMPWN LeTA24 eTRAP <br />EACI4 elDE 01= e,TUD PACK <br /> <br />61MPWN Mel-lM.5/11.2!)" OR EGlUAL. <br />~NaER e.ECUREP TO WALL OOING <br />3/4' X e" ANCI-iOR 601- TAT ALL <br />eEAM TO BLOCK LOCATIONe.. 6OI-T <br />TO ee ~ s/a' FROM ax;,e OF eLOCK <br />WIn1 MINIMUM 3000 Pe.l POURED CELL <br /> <br />e.IMPOON MB~).S111.2!)' OR EQUAl.. <br />~NG~ e,eCUREP TO WALL ue.ING <br />314' X a" ANC140R 6Ol.T AT ALL <br />BEAM TO eLOCK LOCArIONe.. 6Ot.. T <br />TO eE S S/!)' FROM EDaE OF BLOCK <br />WITH MINIMUM 3000 Pe.l POURED CELL <br /> <br />OPTIONAL POI'<C~ <br /> <br />FORCH e.LAe 4" BELOW <br />Houe.e FINIe.H FLOOR <br /> <br />OPTIONAL PORCI-4 <br /> <br />o <br /> <br />() <br /> <br />FORCH &LA6 4" BELOW <br />i-10ue.e FINISH FL.OOR <br /> <br />b <br /> <br />-N <br /> <br /> <br />1/4" <br /> <br />l' <br /> <br />0" <br /> <br />FLOOR PLAN 1/4" <br /> <br />11 <br /> <br />Oil <br /> <br />FLOOR PLAN <br /> <br />- <br />- <br /> <br />- <br />- <br /> <br />l~' 0" <br /> <br />1~' 0" <br /> <br />.. - DENorEe. O!) REEAR X CONT. PLACED IN eOtroM COUR~e AND <br />I~" DEE? BEAM ~OURED e.OLID WIn.! 2&00 Fel CONCREtE. <br /> <br />CORN~ eLOCK COLUMN . " 4" <br />A.F.P. WITI4 12' X 24' X 24' PAD <br />WITH (3) 05 !<EeAA EACH WA'l" <br />TIED TO REeAR IN COLUMN <br /> <br />CORNER BLOCK COLUMN . " 4" <br />A.F.F. WITI4 12" X 24' X 24" PAD <br />WITI4 (3) '5 REBAR EACH WA'l" <br />rlED TO REBAR iN COLUMN <br /> <br />.. P . DENOrEl) PRe l)tREMED U LINrEI.. w\r~ os REeAR >< CONT. <br />PLACED IN eOtroM COURe.E . 16" Dl::EP BEAM POURED e.OLID <br />WITH 2500 pe.r CONCRl:rS <br /> <br /> <br /> <br />NON LOAD BEARING e.LAa EDGE <br /> <br />NON LOAD BEARING e.LA8 WGe <br /> <br />r---- ., <br />I <br />I <br />I <br />I <br />I <br />" <br /> <br />...: <br />. ' <br />I <br />____oJ <br /> <br />,. ----, <br /> <br />.f e. - DENOTEe iN 60lTOM COURe.e . (6) - 5 I 16" e.MOOTH MIRRupe <br />AT a" OC AT EAC!-l END IN A {()II DEE? E:lr:AM POURED 80LID <br />wlm 2S00 P~I CONCREiE <br /> <br />II II : <br />tI I <br />I <br />----'" <br /> <br />'.u <br />I <br />: .. <br /> <br />~---- <br /> <br />{ <br /> <br />ell x ell x 1611 KNOCK OUT 6L.OCK <br />TOP COAReE WITH 1 tB HORllONT AL. <br />RE6AR TiED TO ,6.LL. VERTICAL RODe <br />1311 <br />~~ J <br />:;-. ~ <br /> <br />~ <br /> <br />o <br />-N <br /> <br />PORCH aLAB 4' eEL.OW <br />I-loue.e FINI5H FLOOR <br /> <br />() <br /> <br />FORCH &LAB 4" BELOW <br />i-10ue.e FINl51-l FLOOR <br /> <br /> <br />60X eTE!::L LlNTELe OVER AL.L WINDOW <br />AND DOCR OPENINGo, NO '5 REI3Af< <br />REQUIRED ON 6EAM6 uP TO 241011 <br />WITH NO t'10RE THAN 606L6& PLF <br /> <br /> <br /> <br />OPilONAL POWER BOX L1}~iEL DEi AIL <br /> <br />~EAR eLOCK WALL OF ~OME <br /> <br />REAR eLOCK I~'ALL 01= j..jOMe <br /> <br />FOUNDATION PLAN <br /> <br />1/4" <br /> <br />- <br />- <br /> <br />l' 011 <br /> <br />1/4" <br /> <br />11 <br /> <br />0" <br /> <br />FOUNDA rrON PLAN <br /> <br />- <br />... <br /> <br />{ <br /> <br />ell x 13" x 16'1 KNOCK OUT 6L.OCK <br />TOP COAReE WITli I tB HORllONT AL <br />RE6AR TIt~D TO ALL VERTICAL RODe <br />ell <br />~~ <br /> <br /> <br /> <br />..,.~ <br />.0 <br /> <br />FILLED CELl. CTYP) <br />a' CMU WI ~ pel <br />CONC . LINTa. WI <br />I '5 ~ MIN. LAP 30' <br /> <br />61MP60N MeHA3.~6/11.2!:>" HANaER 3/~lA301 ANCHOR 60LT !:> ~Ia' FROM OF EDGlE <br />OR EQUAl.. FtW. ALl.. NAIl.. ~L.E6 ~ IOF BLOCK IJJALL WITH MiN. 6' EJ'1BEDDED <br />TO 6eAM WITH 10D x 1 V2 TYPICAL. IN 3000 Pe-l CONCRETe 6ROUT <br />TRuea NAIL6 <br /> <br /> <br />ell x ell >< 1611 KNOCK OUT 6L.OCK <br />OVER POWER eTEEl- l-INTEl-e., UJIT~ <br />1 EAC~ is REI3AR IN T~16 COAf<6E <br />WHEN ePA N OF LINTEL 16 OvER 12'411 <br /> <br />\2 <br />!;~ <br /> <br /> <br />6L 2 X 12 "2 PINe BEAM WITH ONe <br />LAYER 112' CDX IN CENTER <br /> <br />OPTIONAL- POWER GiEEL LINtEL DErAIL <br /> <br />13M/WALL CONN <br /> <br />J <br /> <br /> <br />_1-_ <br /> <br />ell x ell >< 1611 KNOCK OUT BLOCK <br />TOP COAReE WIH4 I 'S HORIZONTAL <br />REBAR. ilED TO ALL VEFHrCAL RODe <br />e" <br />~~/ <br />.... ~ ~ <br />. , . <br />'~ <br /> <br />OPflONAL SiANDARD F>RECASr D8fAIL <br /> <br /> <br />ARK.AV ENGINEERIN<':J INC. <br />eTRUCTURAL. ENGINEERa <br /> <br />1/4" <br /> <br />- <br />- <br /> <br />1'0" <br /> <br />61DE ELEV A rlON <br /> <br /> <br />13" PRECAST UNTEL BL.OCK <br />ovER ALL OPENI~G6. I EAC~ <br />"5> RE6AR IN THI6 COAReE WHEN <br />SPAN OF LiNTEL OvER ;;"211 <br /> <br />mE CLIENT UNDERerAN08 TI--IAT TI--II:: DEelGNER CARRIE~ NO L!AeILlTY 1:'lOORANCE AND TI--IEREFORE <br />AG.REEe TO 1-40LD HARMLEe~, IDEMNIF'l", AND DEFEND DEe.IGNER F'ROM All CLAIMe, LOoe,E~ AND <br />ExPEN8E8 (INCLUDING REAeONABLE ATTORNEY FEEo) ARlelNG our OF OR REOO!..TING FROM THE <br />PROJECT. TI--I5 DEelGNER WILL IN 600D FAITl-1 ATTEMPT TO PROViDE EJ;:ROR FREE CONeTRUCTION <br />DRA.WINCile, BUT IN TI--IE EvENT ERRORe OCCUR THe: DEe,IGNER WILL NOT Be L.IABLE FOR coeT OF <br />REPAIRo OR DELAY ~O THE CONeTRUCTION <br /> <br />REARELEV A rrON <br /> <br />1/4" <br /> <br />RIC~ARD L. KIDD5V P.I!. <br />FLORIDA LICENe.e NUMBER 312~() <br /> <br />I HERa.,.. CERTlrY THA1' THEe-I! pLAN!) AND e>PECIFICATION& <br />WA& PREPARED av Me OR UNDER MY DIRECT e.l.JPERVIe.fON <br />ARE IN COMPLIANce WIT~ Tj..jE FLORIDA BUILDING CODe 2001 <br />t'OR 110 MP~ ( 3 e.ECOND GUM) WIND ZONe . ~O HPH 1=Aetl:er <br />e,PEED <br /> <br />... <br />... <br /> <br /> <br /> <br />o <br />I'- t./) <br />o z <br />~ ~ <br />() &; en <br />~~LnLn~ <br />.. ~ ~ ~ <br />~o.~~;l <br />~>M .... <br />v;CJ)~~~ <br />UJooOI.J.,;UJ <br />00")0: ~ <br />Z~O ~ <br />O:3tiJ::g <br />~:J: ..00 <br /><!CJi~~~ <br />3::io~..J <br />>- ..J UJ U? ~ <br />a~o~j:: <br />~~~~ffi <br />~ ~ UJ Q <br />~ Hi <br />u.. ~ <br />o <br /> <br /> <br />~ <br />> <br />() <br />t <br />(j) <br />~ <br />G <br />~ <br />~ <br />~ <br />~ <br /> 3 <br /> OC <br /> .. <br /> >- <br /> to <br /> z <br /> ~ <br /> OC <br /> Q <br /> <br />.... <br />--:I: <br />WU <br />~~ <br />0..0.. <br />5<1 <br />OC5 <br />~!:: <br />'<to.. <br />00 <br /> <br />.- <br />~~ <br />~~ffi~ <br /> <br />~ ~. . <br /> <br />dq <br />u ~~~~ <br />~ ~~]-J <br />f -~~~-~ <br />~~ -J~~~ <br />~t$ r <br />\5- '3 3 I <br />:z IlJ Q) t: j <br />Ul ~ I &- IJ. <br />Q z_ lL <br />~E~~ ~ <br />~ 01 ~,m~]~, <br />A :t L,- <br />'t. 0"- <br />Q)~U:-J <br />:iO)OlJ <br />o]~~ <br />~ltQ)(l <br /> <br />In <br />1: <br />~ <br /> <br />~ <br /><t <br />o <br /> <br />~ <br />N <br />() <br />~ <br />Q <br /> <br />~ <br />~ <br />() <br />(l <br /> <br />. <br />() <br />z <br />10 <br />~ <br /> <br />~~ <br /> <br />"" , <br /> <br />~~ ~ <br />$)~~~ <br />~ ~ ~Q <br />;j ;;t: ~ tll <br />~ ~ ~ ~ <br />~ ~~~ <br />~;n~~ <br />tJ mm~ <br />::<:: ~ ~ lij <br />:1 ~ C} ~ <br />~ ~ U <br />~:t: <br /> <br />Tor AL ARE:A <br /> <br />i ':)10 Uu4. ,"'" i . <br /> <br />PG <br />1 OF 2 <br />ARKAY -1&77 <br />