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<br />
<br />
<br />PRE-ENG, TRU8eEe
<br />
<br /> LINTEL LOAD C~ART ( 16" DEEF eECTION )
<br /> CLEAR 6PAN CONCReTE U LINTEL 'POIJ.:ER' &TEa. 'POWER' &TEa.
<br /> BOX LINTs..
<br /> I' - E" 4C!&1 PLF ( UNFILLED ) 1010 PLF L-2 ~~ PLF
<br /> 2' - 2' 34}S PLF ( UNFILLED ) 6626 PLF L-2 6&30 PLF
<br /> 2' - e' 1111 PLF ( UNFILLED ) !1~6 PLF L-2 !154~ PLF
<br /> 3' - 2' 2312 PLF ( UNFILLED ) 450e PLF L-2 4613 PLF
<br /> 4' - O' Ja}S PLF ( UNFILLED ) 3!1}s PLF L-2 36~~ PLF
<br /> 4' - 6' '624 PLF ( UNF!LLED ) 31!14 PLF L-2 32&& PLF
<br /> !1' - 2' 113~ PLF .. 7146 PLF L-2 .. 2a64 PLF ..
<br /> 6' - 2' 2111 PLF .. ~ PLF L-2 .. 2400 PLF ..
<br /> l' - O' ~1 PLF .. 2025 PLF L-2 .. 2114 PLF ..
<br /> e' - o' 1123 PLF .. 116& PLF L-2 .. m3 PLF ..
<br /> ~' - 2' !4a~ PLF .. 154& PLF L-2 .. 1~4 PLF ..
<br /> 10' - O' I~ PLF .. 1414 PLF 1..-2 .. lal~ PLF ..
<br /> 10' - e' tz11 PLF .. 13~ PLF 1..-2 .. 1110 PLF ..
<br /> II' - 2' ~ PLF .. l130 PLF 1..-2 .. :6~ PLF ..
<br />I rt - O' 1~ PLF .. 1118 PLF L-2 .. 1!1 i& PLF ..
<br /> 12' - a' 1044 PLF .. 1116 PLF L-2 .. !4~6 PLF ..
<br /> 13' - 4' 13~ PLF .. P 1.3&1 PLF L-2 .. e.L - 1 1364 PLF ..
<br /> 14' - O' 1121 PLF .. P 1)21 PLF 1.-2 .. e.L - I ~~ PLF ..
<br /> '6' - O' 1l!12 PLF .. P 104& PLF L-2 .. e.L - 1 1131 PLF ..
<br /> ;a' - O' 1Ol6 PLF .. P a2& PLF L-2 .. 6l.. - 1 ~60 PLF ..
<br /> )8' - a' ~11 PLF .. P 110 PLF L-2 .. e.L - 1 a~3 PLF ..
<br /> 20' - o' a16 PL.F .. P 6~ PLF L-2 .. e.L - 1 1e4 PLF ..
<br /> 12' - a' 1e~ PLF .. P m PLF L-2 .. e.L - I 606 PLF ..
<br />
<br />81MPWN ~to
<br />WI & - ad TO TRUee
<br />. TO BEAM
<br />
<br />eEE FLOOR
<br />lOL.AN
<br />
<br />
<br />61MPWN AC4 MAX POeT TO BEAM
<br />ANC~R &- 16D NAIL.e TO poeT AND
<br />12..16D NAIL.e TO BEAM
<br />
<br />411 X 411 P,T, UJOOD poeT
<br />
<br />
<br />etMPWN Aau44 WI t2 - 16d COMMONe
<br />TO poeT - (J) '/&' X 6. ANC~R BOL.T
<br />MU&T I-fAVe 2. MtN CONCRETE EDGE ON
<br />ALL elOE OF poeT ANC~R
<br />
<br />P9RCH 0LA8
<br />
<br />~
<br />
<br />P06T I BEAM DEl AIL
<br />
<br />.. - CENOTE& ~ REBAR X CONT. PLACED IN BOTTOM COURe.E AND
<br />:6' DEEP BEAM POURED e.ot..iO J.1JlTH ~5OO P&t CONCRETE.
<br />
<br />.. P - CENOTE& PRE &TREUED U LINTEL WITH ~ REeAR X CONT.
<br />PLACED IN BOTTOM COUR6E . 16' DEEP BEAM POI.iRED eoL!O
<br />'JJ1TH 2500 pel CONCRETE
<br />
<br />WAeI4ER . ORYER auFrER &TEP
<br />
<br />INT &TUO WALL
<br />P.T. PLATE ANC~RED
<br />WITH 60LTe AT 24" O.C.
<br />
<br />.. & - DENOTE6 IN 6OrroM COURe.E . (&) - 5 I ~6' ~rn &TiRRUP&
<br />AT a' OC AT EACH EM:> IN A 1&' DEEP BEAM POURED e.oLtD
<br />Wlrn 2500 F61 CONCRETE
<br />
<br />MIN. ~500 Fet
<br />OYe.~ T~EATEO
<br />COMPACTED F!LL
<br />
<br />~X6 '0110 '.1..1..101!"1
<br /><CR EaUAU
<br />
<br />~
<br />
<br />
<br />8" X 8" X I~" KNOCK OUT BLOCK
<br />TOP COARef: WIT~ 1 'S ~ORllONT AL
<br />REBAR TIED TO ALL VERTICAL RODe
<br />
<br />~ J
<br />'4~.
<br />~'O.I 'BOX eTEEL L1NTEL5 OvER ALL WINDOW
<br />, 4 ~ AND DOOR OPENINCs6, NO 'S REBAR
<br />.' : \ ~ REQUIRED ON BEAM6 UP TO 24'0"
<br />,. ,
<br />. 4 W'T~ NO MORE T~AN ~O~LBe PLF
<br />
<br />4~ r - -
<br />/ 12"
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<br />---------"
<br />
<br />41 CONCRETE ~a
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<br />ON C~\1~e 11i >,c: ,
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<br />NON LOAD BEARING GARAGE FOOTING WITH APPLIANCE BUFFER
<br />
<br />OPTIONAL POWER SOX LINTEL DETAIL
<br />
<br />4" CONCReTE eLAB
<br />MIN. 2roO fOel
<br />OVER TREATED
<br />COMPACTED FILL
<br />~x~ 10/10 UJI..IJM
<br />(CR EatlAU
<br />
<br />1
<br />
<br />811 X 8" X I~II KNOCK OUT BLOCK
<br />TOP COAReE WIT~ 1 'S ~ORllONT AL
<br />REBAR TIED TO ALL vERTICAL RODe
<br />811
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<br />ON CHAIR8
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<br />Ovf:R POWER eTEEL L1NTELe, WIT~
<br />1 EAC~ 'S REBAR IN T~le COAR6E
<br />WI-4EN 5PAN OF LINTEL Ie OvER 12'4"
<br />
<br />TYPICAL MONOLlT~IC FOOTE~
<br />
<br />OPTIONAL POWER 5TEEL LINTEL DETAIL
<br />
<br />I-4ORllONT AL LiNTa t~ REBAJQ
<br />
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<br />I
<br />
<br />
<br />8" X 811 X I~'I KNOCK OUT BLOCK
<br />TOP COAReE WIT~ 1 'S ~ORllONT AL
<br />REBAR TIED TO ALL vERTICAL RODe
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<br />J.iOCi( LAF& MINJI"'UM
<br />10- wm4 2 Tlee
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<br />all PRECAeT L1NTf:L BLOCK
<br />OvER ALL OPENINCse. I EACI-4
<br />'S REBAR IN T1-415 COAReE W~EN
<br />ePAN OF LINTEL OVER ;'2"
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<br />RE6AR LAP DET AILe
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<br />OPTIONAL oT ANDARD PRECAoT DETAIL
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<br />~ Cl.lil'tT ~ER~T~ ~T Th'S DE&JG.'IER CAARI~ NO L!Ae!UtY ~& AND ~RB
<br />, ~. TO HCU;) ~e&, 'DS1Nn, >>D OEfS.l> OE6l(.N5R ~ AU. CLAiM.. L06U6 >>D
<br />~~ (~ ~~ AHOMaV' Fa;'J AR16~ ?JT 011 OR REelLT~ fRoM n-l8
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<br />OAA~, eur iN ~ IVetT ~R& CaCQ.JM T1-4I DE6~ WILL HOT e. L~ ~R ~1' 011
<br />~A~& OR DE:!..AY to M C<iN6TJlVCrlO'H
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<br />
<br />FOUNDATION 4 PLUMBING PLAN
<br />
<br />1/411 = foil
<br />
<br />ALL FIXTURe LOCA TION6 MU6T Be VERIFIED F~OM FLOOR PLAN
<br />AND 1& rne RE6PON6IBfLITY OF PLUMBINCi CONTRACTOR TO PLACE
<br />FlXT\..RE& IN CORRECT LOCATION. PLUMBINCi DRAIN LAYOUT WILL ee
<br />DeTERMINED IN FIELD BY CONTRACTOR.
<br />
<br />0~
<br />
<br />AA)(AY. ENGINEERING INC.
<br />& / nrNEa:t&
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<br />RJCI.lARO L. K'~ re.!. /
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<br />
<br />I HERBY CERTIFY mAT n.lE6Jl PLAN& ANP &PEC:F!CAOON&
<br />WA& ~EPAAS.:> BY H& OA \JNCEA MY OlRE(;T euF>EAvl&1CN
<br />AAIi IN ~ Wlm tHS FL~iDA eull...OINa COOl 200f
<br />FaA 110 MPH ( 3 &ECONO GU&T ) UJlNO loNi - ~ MPU FA&Te&T
<br />&PEED
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<br />LIVING 1414
<br />~A~~e 281
<br />ENTRY 4C
<br />
<br />TOTAL 1141
<br />
<br />fOG
<br />2 OF 5
<br />/oJ,1jr}(
<br />AfQl<A Y · 72ff3
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