<br />LINTEL LOA" C~ART ( 1611 OEEP 0ECTlON )
<br />CU!AA ePAN CONCRBTE! U WNTEL "POUiER" &TEEL "POWER" &TEEL
<br /> 60X LINTS.
<br />I' - Qt" 4~1 PIJI ( UNFILLED ) 1010 PIJI L.~2 ~~ Pl.F
<br />t _," 34~ PIJI ( UNF1LLEP ) &Qt2Qt PIJI L-2 6830 PIJI
<br />t - a" 1111 PLP ( UNFILLJ:O ) ~~Qt PIJI1.-2 "4~ PU=
<br />,. - ,. 2332 PLP ( UNFILLEP ) 4~& PLF L-2 46" PIJI
<br />4' - 0" 1&" PUJ ( l.INFILLED ) "" PLP 1.-2 U<!9 PLF
<br />4' - Qt" 1624 PIJI ( UNFILLED ) 31~4 PIJI 1.-2 32e& PLF
<br />~' - ," 213~ PLP .. 1146 PIJI 1.-2 .. 2&64 PLF ..
<br />6' - 2" ml PIJI .. ~ P1.F 1.-2 .. 2400 PIJI ..
<br />" - 0" l~' Pl.P .. ~ PIJI 1.-2 .. 21W PLF ..
<br />a' - 0" 11'2' PLP .. 1168 PIJI 1..~2 .. 2213 PLF ..
<br />9' - 2" 14&9 PLP .. 1~4~ PlJl 1..-2 .. 1<!84 PLP ..
<br />10' - 0" I~ PIJI .. 1414 plJI L-2 .. 1&19 PLP ..
<br />10' - a" lZT1 Pl.F .. 132~ PIJI 1.-2 .. \110 PLF ..
<br />II' ~ ," 1200 PIJI .. 1230 PLF 1..-2 .. 1629 PLF ..
<br />It - 0" 110<3 PIJI .. 1I1a PL.P 1.-2 .. l~l~ PLF ..
<br />12' - a" la<< PLF .. 1Il6 PIJI L-' .. 1436 PLF ..
<br />13' - 4" 13~ P!.P .. P 13&' PI..F 1..-' .. 6L - I l~ Pl.F ..
<br />14' - 0" '311 Pl..P .. P 1321 PLF 1..-2 .. 6L ~ , ~<a PI..P ..
<br />16' - 0" 11~ P!.P .. P 104& PLP 1.-2 .. 6L - I 11'1 PLF ..
<br />13' - 0" 1016 Pl.F .. P 32a Pl..P 1..-2 .. &1.. ~ I ~60 PIJI ..
<br />1&' - a" ~11 Pl.,... P TIO PI..P 1..-2 .. 6L - I e~3 PLF ..
<br />20' - 0" a16 PLP .. P 62<a PIJI 1..-2 .. 6L ~ I 184 PLF"
<br />Z'l' - a" 1&~ Pl.F" P ~23 Pt..F 1.-' .. 6L - 1 606 PLF"
<br />
<br />.. - DENOTes.~ RE8AR X CONT. PLACeD IN OOTTOM cauR&E! AND
<br />16" DeEP BeAM POURED 00l.10 WITH 2~ P&I CONCRE!TIL
<br />
<br />.. P - DENOTE& PRE &TRE&eED U LINTEl. WITH ~ REeAR X CONT.
<br />PlACEP IN OOTTOM COUR&I! . 161 DEEP BI!AM POURED 60LID
<br />WITH 2~ P&I CONCReTe
<br />
<br />.. & - DENOTES IN OOTTOM COUR&B . (6) - ~ I 1." &MOOTH &TIRRUP&
<br />AT 31 OC AT I!ACH !NO IN A 16" DEEP BeAM POURED eoLID
<br />WITH 2eaD P&I CONCRBTE
<br />
<br />INT &1\10 WALL
<br />P.T. PLATE ANCHORED
<br />WITH 601.T& AT 2.... O.C.
<br />
<br />4" CONCReTl! &LAB
<br />MIN. 2~ P&!
<br />OVER TRE!A TED
<br />COMPACTED FIll.
<br />6X6 10/10 UA.UM
<br />(OR EaUAU
<br />
<br />
<br />
<br />4"
<br />
<br />~
<br />~
<br />~
<br />~
<br />
<br />12"
<br />
<br />
<br />o
<br />
<br />I-~ REBAR
<br />ON Cl-tAIR&
<br />
<br />12"
<br />
<br />NON LOAD BEARING GARAGE FOOTING
<br />
<br />(U &lMP60N I-;IT A20 POURED IN
<br />TOP Of" eLOCK COlUMN I!AC~ e.IDJ!
<br />Of" WOOD B!AM. FILL AU. NAlL I1OlE&
<br />WITH 100 X I I 2/" NAlL&
<br />
<br />DeL 2 X 12 "2 PINB e!AM
<br />WIT~ ONE LA'rEM 112" PL'r
<br />WOOf:) IN CetTEM
<br />
<br />
<br />
<br />AU. ARCH fRAMING TO ell 2 X..
<br />"2 WRI.IC& MAXIl"?.lM &l'\JO& &PACING
<br />OF 16" Wlll4 112" PL Y'U.lOOD NAfLEI> ." OC
<br />UJITI-4 &0 COMMON NAIL&. AU. HATERIAL&
<br />ATrAQ4ED TO BLOCK COlUl'1N& TO BII
<br />FRf6eURJ! TRI!AT'a'. ATTACH TO eLOCI<.
<br />u&ING 114" X ) v.." TAP CON& MAXIMUM
<br />&PACING 6" OC.
<br />
<br />6TAAP All.. TRue.6Ee TO WOOD
<br />BEAM U6iNG I I!A~ 6tMP60N
<br />HIO CL.iP PER TRI..i6e., FII..I.. AI..I..
<br />NAIl.. I-lOlE& WITH IOD x 1 In"
<br />NAIL&
<br />
<br />1." ROUNO eLOCK COLUMN
<br />Wlr~ (2) ~ REBAR POJRED
<br />IN ceNTEJIt FROM PAD eao.u
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<br />ENTRY WALL
<br />
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<br />
<br />~" x )'/' x )~" PAD W1T11
<br />) I!ACH -& REBAR I!ACI-l
<br />DIRECtION TIED TO Va:lTICAL
<br />ROD& iN COlUMN
<br />
<br />L
<br />
<br />
<br />AU. FOOTING& AN!) CONCRIITI! FOUNDATiON
<br />PAD& MlJ&T BII'2" BB.OW FINieM GlRADII
<br />
<br />1611 6LOCK COLUMN DETAIL
<br />
<br />THf! CLIENT UND~&TAND& mAr tHII DE~lGNeR CAARJE& NO LIAelUlY lNeuRANC& AND ~RI!
<br />AGREE& TO I-IOLO 1-lARHI..c.6&. IOEiI'1NIf'Y', ANO DEFJ5NO DE61GNER ~ AU. CI..AlH&. I.066E& ANO
<br />IEXPENe~ (INCLlJOING ~~UI ATTQ~ FEE&) ARI61N<::) OUT Of& OR REe!.LTIN<::) ~ n4B
<br />PROJECT. tl4I! D~lCINE.R wIlL IH OOCO MITH ATTEHPT TO PROYIOI ERROR FRU CON&TRUCtION
<br />DRAI.\.llNG&. eYT iN n.tI! !YENT ERRCfi(& ~ ll-!E DE6lGN:R WILL NOT BII.!AeUE FeR coeT 0'
<br />REPA~& OR DBAl" TO THII CONaTRUCTION
<br />
<br />a" x a" x 1~" KNOCK OUT SLOCK
<br />TOP COARee WIT~ 1 IS HORIZONTAL
<br />RE6A~ TIED TO ALL VERTICAL RODe
<br />a"
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<br />, ' 4
<br />
<br />a" x a" x l~" KNOCK OUT BLOCK
<br />TOP COAR8e WIT~ 1 IS 1-i0RIZONT AL
<br />RE6AR TIED TO ALL VERTICAL fQooe
<br />a"
<br />f-=-1 J
<br />~~-4 ~
<br />
<br />SOX eTEEL LINTEL8 OVER ALL WINDOW
<br />AND DOOR OPENING8, NO IS RESAR
<br />REQUllQED ON SEAM8 UP TO 24'0"
<br />WITH NO MORE THAN ~O~LS8 PLF
<br />
<br />
<br />~
<br />
<br />OPTIONAL POWER BOX LINTEL DETAIL
<br />
<br />a" x a" x I~" KNOCK OUT SLOCK
<br />OVER POWER 8TEEL L1NTELe, WITH
<br />I EACH ..s REBAR IN THI8 COAR8E
<br />W~EN 8PAN OF LINTEL 18 OVER 12'4"
<br />
<br />OPTIONAL POWER 5TEEL LINTEL DETAIL
<br />
<br />HCRIZONT AL _NTEL .~ RreAR
<br />
<br />II( '~'>l
<br />I
<br />
<br />
<br />'I
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<br />~1
<br />
<br />HOCK LAF& MiNIMuM
<br />10" l.l;ITI4 2 TIEe
<br />
<br />
<br />FOOTER 'S REeAR
<br />
<br />ROD CI-lAiRe --Yf ,~.
<br />1< >i
<br />
<br />REBAR LAP DET AIL5
<br />
<br />.. x .. P.T. PO&T ANC~R TO TOP OF WAU. ue.ING (1)
<br />e.IMP60N I-;ETA20 &TRAP POURED IN LINTEL. AT EACI-;
<br />6!DI!. &TRAP BEAM TO P06T u&iNG (1) e.IMPeoN L6TA24
<br />eTRAP EACl-l !IDE. FIll. AU. NAIL l-IOLE6 Wln-l IOD X 1 V2"
<br />HAIl&
<br />
<br />ROO!" TRue.6 WlTI1 4" BEARING
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<br />I.' X 1." 8L.OCl< COLuMN . s' 4"
<br />WtT~ It' x 3." X 3.' PAD WIll-! (J)
<br />~ REeAR EACH WAY TIED TO (4)
<br />v~TICAL Rooe IN COLUMN6
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<br />D6L 2S ~H E6RE~e b
<br />1 a" FAN WINDOW N
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<br />a" x all x 1~" KNOCK OUT SLOCK
<br />TOro COAR8e WIT~ 1 IS I-iORIZONT AL
<br />RE6AR TlEO TO ALL VERTICAL fQooe
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<br />
<br />
<br />4' 4"
<br />
<br />~I~ -:
<br />
<br />II' 411
<br />
<br />a" PRECA6T LINTEL- SLOCK
<br />OVER ALL OPENINGe. I EACH
<br />IS RESAR IN T~le COAR8E LUHEN
<br />8PAN OF LINTEL OVER S'2"
<br />
<br />OPTIONAL 5T ANDARD PRECA5T DETAIL
<br />
<br />2& eH Ec.REl
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<br />
<br />ENTRY 6LAe 4" BELOW
<br />I-lOIJ&I! FINi6H FLOOR
<br />
<br />~1411
<br />
<br />4~t 4"
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<br />1210"
<br />
<br />~ vERTICAL RODe. FROM
<br />FOOTlNG& TO BOND e!AM
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<br />___________.J
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<br />NON LOAD ~iNG MONO
<br />GARAaoI! eTa> FOOTiNG
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<br />1~ 0 X 1 0 GARA6E DOOR
<br />
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<br />\l.)
<br />~
<br />
<br />1/411
<br />
<br />FOUNDA rlON 4 PLUMBING PLAN
<br />
<br />-
<br />-
<br />
<br />2' OJI
<br />
<br />20' 011
<br />
<br />1'011
<br />
<br />ALL FIXTURE LOCA TION5 MUeT BE VERIFIED FROM FLOOR PLAN
<br />AND Ie TI4E RE&PON&iBILITY OF PLU!"':BIN<::S CONTRACTOR TO PLACE
<br />FIXTURE& IN CORRECT LOCATION. Pl.LIMBiN<::s DRAIN LINEe ARE NOT A
<br />5TRUCTURAI.. PART OF CRAWINGe A~D MAY VARY IN FiELD WITHOUT
<br />APPROvAL- FROM EN<::sINEER OF RECORD.
<br />
<br />ARKA Y INEERING INC.
<br />&TRUC" L, F.NC,INEER&
<br />
<br />~;/ fA
<br />fi 17'\~C~ If /'Y
<br />
<br />RIC...ARD 1.. KlOD!:Y P.E
<br />FlORIDA UCiNol! 'Il..JM )~6
<br />I 14ERBY CERTIFY tJ.lAT tHEeE PL-AN& ANt> 6f>ECIFlCAtION&
<br />WM FREPARED BY' HI! OR U."lOER MY D!RJE(:T WPERYlelON
<br />ARE IN COMPLIANCE WlTl-l n.+E FlORIDA eWLOINa COOl! 2001
<br />FOR 110 MPH () &ECONO c.ueTJ WINO ZONE-C!Q HPH PAeTE&T
<br />&PEED
<br />
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<br />~ 1---'----
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<br />LIVING 1316
<br />GARAGE 424
<br />ENTRY 28
<br />
<br />TOTAL
<br />
<br />1828
<br />
<br />fDG.
<br />:3 OF ~
<br />
<br />AfQKAY · 73~ 7
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