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<br />LlNrt:L LOAD C~ARr ( I~" DEEP ,sECTION)
<br />CLEAR e.PAN CONCRETE U LINT!::!. "POWf'I<" etEE'l. "POWERII eTEEL
<br /> eox LINTEL
<br />I' - 6" 4~~' F'U= ( UNl=ILLE:D ) 1010 F'LP 1..-2 ~e6>S PL.I=
<br />2' - 2" 34~!; F'LF ( UNFILLE:D ) e,(,26 F'LP L.-2 M~ F'LF
<br />2' - ~" 2m PLF ( UNFILLED ) &2~6> PLF 1..-2 !?e4oa PU=
<br />3' _ 2" 2332 PLF ( UNl=ILLE:D ) 4SOEJ. F'L.F 1.-2 4613 PLF
<br />4' - 0" 1~3S PLI= ( UNFILLED ) 3S35 PLP 1.-2 36e~ PLF
<br />4' - 6" 1624 Pl.t: ( UNFILLE:D ) 3154 PLF 1.-2 32~~ PLF
<br />~' - 2" 213~ PLF .. 2146 PLF 1.-2 .. 2864 PI..F ..
<br />6' - 2" 2211 PLF .. ma PLF L-2 .. 2400 PLF ..
<br />" - 0" 1~~1 PLF .. 2025 PLP 1.-2 .. 2114 F'I.F ..
<br />8' - 0" \123 PLl= .. 116~ PLF 1.-2 .. 2213 PLF ,.
<br />~' - 2" 14a~ PLF .. 154& PI.F L.-2 .. l~a4 PLI= ..
<br />10' - 0" 1354 PLF .. 1414PLF 1.-2 .. lal~ PLF ,.
<br />10' - e" 1211 PLF .. \325 PLF 1.-2 ,. 1110 PLF ..
<br />II' - 2" 1200 PLF .. )230 PLFllA .. 16~ PLF ..
<br />Ii - 0" 1109 PLF .. Ilia JOLF L-2 .. 1&15 PLF ..
<br />12' - a" 1044 PI.F .. 1116 I:>LI= 1.-2 .. 1436 PLF ..
<br />13' - 4" 13ea PLF .. P 13a1 PLP l.,-2 .. 8>1. - I 1364 PLF ..
<br />14' - 0" 1311 PLI= If P Inl 1::>1..1= [..-2 .. 8>1. - , 12~~ PLF ..
<br />16' - 0" 11&2 PLI= .. P 104e PLF IA .. e.t. - I 1131 PLF ..
<br />la' - 0" 1016 PLF .. P e2a PLI= 1..-2 If e.1. - I ~60 PLF If
<br />\e' - a" ~11 PLF ,. P 110 PI.I= 1.-2 ,. eol. - I e.e3 P 1.1= ..
<br />20' - 0" 816 PLF If P 62~ PLi= 1..-2 .. e.1.. - I i84 PI.l= ,.
<br />12' - a" 1e~ PLF .. P :'23 PL!" 1.-2 .. eoL - I W6 PLF If
<br />
<br />Del.. 2 X 12 ~ PINE 6EAM
<br />WITH ONE l..AYER V211 PLY
<br />WOOD IN CENTER
<br />
<br />CORNER 6LOCi<. COLUMN
<br />. " 4" AF,F. OF PORCl-1
<br />WITH 12" WOOD 6EAM . TOP I'
<br />
<br />l< (l,) $IMP~Pi't "He;1tw
<br />sff",AP $
<br />
<br />CORNER 6LOCK COLUMN
<br />. ,. 4" A.F,r. OF PORCl-1
<br />WITH \2" WOOD 6EAM . TOP , I
<br />
<br />& (-E) 5IMfSf)M tI~erAU>
<br />51'rt-A ~ S
<br />
<br />061.. 2 X \2 ~ PINE 6EAM
<br />WITH ONE l..A Y\:R 1/211 PI. Y'
<br />WOOD IN CENTER
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<br />POCKET 6EAM INTO WOOD WALl-
<br />ON 061. aruo PACK. affiAP AT
<br />eOTiOM WITH (1) elMPeON 1. TT20a
<br />ANCHOR ANO arRAP Ar TOP
<br />WITI-! (1) elMPOON L8TA24 erRAP
<br />EACI-! elDE OF eruD PACl<.
<br />
<br />61MPWN Mel-lA3.S/tl.2S' OR EQUAl..
<br />I-lANGt\:R eecuRED TO WAU. OOING
<br />'/4" >< &" ANCI-1OR aOL T AT All..
<br />6EAM TO 6LOCl<. LOCA fION&. eoL T
<br />TO 6E S S/&' FROM EIXiE OF 6LOCl<.
<br />WITH MINiMUM ~ pel POURED CELL
<br />
<br />61MPWN M6HA3,$1l1.2&' OR EQUAl..
<br />I-lANGtER eeCURED TO WALl. OOING
<br />'/4" >< &" ANCHOR 60LT AT All..
<br />eEAM TO eLOCK l..OCAT10N&. eoL T
<br />TO 6E! 5 ~/&" FROM EDGE OF 6LOCl<.
<br />WITH MINIMUM ~ P61 POURED CELl..
<br />
<br />
<br />
<br />OPTIONAl- PORCI-4
<br />PORCH e.LA6 4" eELOW
<br />HOueE FINJeH Fl..OOR
<br />
<br />OPTIONAL PORCI-4
<br />PORCH e.l..A6 4" BELOW
<br />HOU6E FINIe.H FLOOR
<br />
<br />()
<br />N
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<br />()
<br />N
<br />
<br />1/4"
<br />
<br />11
<br />
<br />0"
<br />
<br />t:=LOOR PLAN 1/4"
<br />
<br />11
<br />
<br />0"
<br />
<br />FLOOR PLAN
<br />
<br />-
<br />-
<br />
<br />-
<br />-
<br />
<br />l~' 0"
<br />
<br />I~I 0"
<br />
<br />" - DENOTEe .& RESAR X CONT. Pl..ACED IN BOTtOH COURe.S AND
<br />1611 DEE? BEAM r'OURro eOLlD WITH 2;00 Pe-l CONCREte.
<br />
<br />CORNER 6LOCl<. COLUMN. ,. 4'
<br />A.F,F. WITH 12" X 24" X 24" PAD
<br />Wln1 (3) .5 REBAR EACH WAY
<br />TIED TO RESAR IN COLUMN
<br />
<br />CORNER 6LOCl<. COLUMN . " 4"
<br />A.F,F, WITH 12" X 24" X 24" PAD
<br />WITH (3) .5 REBAR EACf-l WAY
<br />TIED TO RE6AR IN COLUMN
<br />
<br />.. P - DENOTEe PRE eTREe.e.ED U liNtEL WItH .S REl'MR X CO NT.
<br />PLACED IN BOTTOM COURe.S _ 16" DEEP BeAM r'OURED e.OLlD
<br />WiTH 2WO Pe.l CONCRETI:
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<br />NON LOAD BEARING e.LA6 EDGI:
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<br />
<br />NON LOAD BEARING e.LA6 WGe
<br />
<br />.f 5 - DENOTEe IN BOTiOM COURe.e . (6) . ~ I 16" e.MOOTI-l e.TIRRUPe,
<br />At ell OC AT EACf-l END IN A 16" DE!::? E'iEAH POURED e,OLlD
<br />uJlrI-l 2::'00 Pe.l CONCRETE
<br />
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<br />____.I
<br />
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<br />
<br />all x a" x I~'I KNOCK OUT SLOCK
<br />TOP COAReE WIT~ 1 *r, ~ORllONT AL
<br />Rl::aAR TII::D TO ,6.lL VERTICAL RODe
<br />811
<br />fc-=-~ J
<br />,;-4~
<br />
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<br />
<br />PORCti e.LA6 4' BELOW
<br />Houee FINIe.1-l FLOOR
<br />
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<br />
<br />PORCH e.l.Ae 4" BELOW
<br />HOU8>E FINlel-l FLOOR
<br />
<br />~
<br />
<br />
<br />60X ~HEt:L L1NTEle OVER ALL WINDOW
<br />AND DoeR OPHNINGe, NO liS REBAR
<br />RI::QUlRE:r:> ON BI::AMe UP TO 24'0'1
<br />WIT~ NO t'10REE T~AN ~O~LBe PLF
<br />
<br />
<br />
<br />oprlONAL POWl::R eox L1NTt::L OEf AIL
<br />
<br />ReAR eLOCK LUAU- OF ~OMe
<br />
<br />ReAR BLOCK WALl. OF !-lOMe
<br />
<br />FOUNDATION PLAN
<br />
<br />1/4"
<br />
<br />-
<br />-
<br />
<br />11 0"
<br />
<br />1. 0"
<br />
<br />1/4"
<br />
<br />F=OUNDA rlON PLAN
<br />
<br />-
<br />-
<br />
<br />a'l x a" >< I~II KNOCK OUT aLOCK
<br />TOP COAReE WITH I *~ HORIZONTAL
<br />RE:6AR TII::D TO ALL VI:RTICAL RODe
<br />a"
<br />
<br />
<br />i ~~i~'/ a" x a" x !~" KNOCK our BLOCK
<br />~i) ," ~ OVER POWER eiEEL LINTELe, WITH
<br />- .. '. ~ I EACH .S REBAR IN THle COAReE
<br />o Wl-iEN oP.D,N OF LINTEL 10 OVER 12'4"
<br />
<br />~IMP50N MeHA3,!5&/11.2!'>" HANGER 3/~,u A30' ANCI-1OR 601.. T !'> !'>/a' FROM OF EDGE
<br />OR EQUAl.. FILl.. ALL NAIL ~OLEa ~ I OF eLOCK WALL WITI-! MIN. 6' EMeeDDED
<br />TO 6EAM WITI-! 10D X I \12 TYPICAL IN '000 Fel CONCRETe r:.ROJT '
<br />TRU6a NAIL5
<br />
<br />
<br />12
<br />&~
<br />
<br />
<br />FILLED CELl.. (ryp)
<br />a' CM'J WI 3000 pel
<br />CONe . LINTEL. UJI
<br />I .!'> ~ MIN, LAP 30'
<br />
<br />6l- 2 X 12 "2 PINe 6eAM WIT~ ONE
<br />LAYER :12' COX iN CENTER
<br />
<br />OPTIONAL POWER erEEL LINtEL DETAIL
<br />
<br />eM/WALL CONN
<br />
<br />~r
<br />
<br />
<br />--'1-
<br />
<br />all >< al/ x !~'l KNocK OUT BLOCK
<br />TOP COAReE WITH I *s HORIZo~n AL
<br />REBAR TIED TO ALL YEHTICAL ROD~
<br />
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<br />'':0
<br />
<br />OPTIONAL er ANOARD f}R~CAer PEr AIL
<br />
<br />
<br />ARKAY eNGINEERING INC.
<br />eTRUCTURAI.. e:NGINEs<e
<br />
<br />1/4"
<br />
<br />-
<br />-
<br />
<br />110"
<br />
<br />61DE EL~VArION
<br />
<br />
<br />~-
<br />
<br />a" PRECAEH LINTEL BLOCK
<br />OVER ALL Of>ENING~, I EAC~
<br />*s R!::eAR IN Tl-il€> COARe~ Wl-iEN
<br />oPAN OF L.lNTE:L OVER S'21t
<br />
<br />THE CLIENT UNDERoTANDo Ti-1AT THE DEelc.NER CARRIE5 NO LIA6ILITY' i:'lOORANCe AND Ti-1!:.REFORE
<br />Ac:.REEe TO f-lOLD f-lARMLE5o, IDEMN:FY, AND Dl:FENO DEelc.NER FROM AU. c(LAIMo, LoeeEe AND
<br />EXPENeEe (INCLUDING REAeONAaLE ATTORNEY FEEe) ARIe.ING our OF OR REOO!.TING FROM THE
<br />PROJECT, THE DEelc.NER WILl- IN GOOD FAIT~ ATTEMPT TO PROYIDE E!'i:!<OR FREE CONeiRUCTION
<br />DRAWINC.e, BUT IN THE EYENT ERRORe OCCUR THE DEe.IGNER WILl- NOT BE LlA6LE FOR coeT OF
<br />REPAIRe OR DELAY TO THE CONarRUCTION
<br />
<br />REARELEV A TION
<br />
<br />1/4"
<br />
<br />RICHARD L. KIODeY' p,e.
<br />FLORIOA Llce:N8>e NUMBER ~'2~~
<br />
<br />I HEReY' CEr<TIFY THAT THE8>1! pl.ANe AND e.PECIF1CATIONe
<br />WA& f:>Rl:;PARED BY MI: OR UNDER MY' DIReCT e,uP\::RVI&ION
<br />ARE IN COMPLIANce WIT~ THE FLORIDA eUILOING CODE 2001
<br />FOR 110 MPI-I ( 3 e.eCOND GU&T ) WIND ZONe - eo MPH MeTE&T
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