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<br />LINTEl. LOAD C~ART ( 1611 DEEP SECTION)
<br />CLEAR &PAN CONCREtE U LINtEL "POWER" &tEEL "POWER" &TEEL
<br /> eox LINtEL
<br />I' - 6" 4~1 PI-F ( UNFII-I-ED ) 1010 PU= 1--2 ~6' PL.P
<br />2' . 2" 3435 PLF ( UNFIL.I.ED ) 6626 PW= 1--2 6&30PW=
<br />2' . &" zm PI.F ( UNJ=II.L.ED ) S2S6 PW= 1.-2 &549 PW=
<br />3' .2" 23~2 PI-F ( UNFIL.I.ED ) 4508 PU= 1--2 4613 PU=
<br />4' - Oil 1835 PL.P ( UNFILL.ED ) 3535 PW= 1--2 36~~ PI-F
<br />4' - 6" 1624 PLP ( UNFILLED ) 31M PLP 1.-2 3288 PI.F
<br />" .2" 2139 PI.F .. 2146 PI.F 1.-2 .. 2&64 PW= ..
<br />6' . 2" 2211 PLP .. m& PW= 1.-2 .. 2400 PW= ..
<br />" - 0" ~1 PI-F .. 202' PI-F 1--2 .. 2114 PI-F ..
<br />e' - 0" 1123 PL.P .. 1168 PL.P 1--2 .. 2713 PU= ..
<br />9' .2" 1489 PW= .. 1545 PW= 1..2 .. 1~4 PW= ..
<br />10' _ 0" 1354 P1.F .. 1414 PI.F 1.-2 .. 1819 PLP ..
<br />10' - e" 1Zt1 PI-F .. 132' PU= 1--2 .. 1110 PU= ..
<br />11' . 2" 1200 PI-F .. 1230 PU= 1.-2 .. 1629 PU= ..
<br />r.z'.O" 1109 PI.P .. 1118 PI.P 1.-2 .. 151' PLF ..
<br /> -
<br />r.z' . e" 1044 PI.P .. 1116 PLF 1..2 .. 1436 PLF ..
<br />13' . 4" 13e& PLF .. P 13&1 PLP 1.-2 .. &L . I 1.364 PI.F ..
<br />14' - 0" 1321 PLF .. P 1321 PI-F L-2 .. &1- - 1 129g PU= ..
<br />16' - 0" 1IS2 PU= .. P 1048 PLF 1.-2 .. &1. - I 1131 PU= ..
<br />18' - 0" 1016 PI-F .. P e28 PI-F 1--2 .. &1.. . I ~6O PU= ..
<br />18' _ e" ~'1 PLP" P 110 PI-F L-2 .. &1.. . I eg3 PLF"
<br />20'.0" e16 PLP" P 629 PU= L-2 .. &1.. . I 1&4 PLF"
<br />22' _ e" 1&~ PU=" P 523 PU= L-2 .. &L. . I 606 PU="
<br />
<br />~
<br />
<br />
<br />a" x a" x I~II KNOCK OUT BLOCK
<br />TOP COA~8E WITH 1 tS HO~IZONT Al-
<br />l,.:':. ~ jEeA!'loTIED TO ALL VE!'lTICAL !'lOD,e
<br />
<br />
<br />,~~
<br />BOX 8TEEL LINTEL8 OVER ALL WINDOW
<br />AND DOOR OFENING8, NO 4t:; ~E6AR
<br />REQUIRED ON 6EAM8 UF TO 24'0"
<br />WITI4 NO MORE T~AN fbOfbL68 FLF
<br />
<br />~
<br />
<br />
<br />a" X all x I~" KNOCK OUT BLOCK
<br />TOP COAR6E WIT~ I I:; OORIZONT AI..
<br />1_:._,:. ~ ~EeA!'l TIED TO ALL VE!'lTICAL !'lODe
<br />
<br />
<br />
<br />a" X a" X I~" KNOCK OUT BLOCK
<br />OVER POWER eTEEL L1NTELe, WIT~
<br />1 EACH tS ~E6AR IN THle COA~6E
<br />WHEN 8PAN OF LINTEL 18 OVE~ 12'411
<br />
<br />~
<br />
<br />
<br />a" x a" X 1~" KNOCK OUT BLOCK
<br />TOF COAR8e lUIT~ 1 I:; ~ORIZONT AI..
<br />I'~.~ ~EeA!'l TIED TO ALL VE!'lTICAL !'lODe
<br />
<br />
<br />
<br />all FRECA8T LINTEL 6LOCK
<br />OVER ALL OPENING8. 1 EACH
<br />IS RE6AR IN THle COAR6e WHEN
<br />6PAN OF LINTEL OVER S'2"
<br />
<br />
<br />OPTIONAL POWER 60X LINTEL DETAIL
<br />
<br />OPTIONAL POWER STEEL LINTEL DETAIL
<br />
<br />OPTIONAL 5T ANDARD PRECA5T DeTAIL
<br />
<br />o
<br />r-- tJ)
<br />o z
<br />~ ~
<br />o .- ~
<br />z_ en Lt) (0 ...
<br />CI) N ~ Q
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<br />UJoosLfffi
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<br />~"QLlJQ
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<br />e: ~
<br />o
<br />
<br />55' 0"
<br />
<br />ROD Cl-lAIRe
<br />
<br />71"
<br />1< 2& >1
<br />REBAR LAP PET AIL6
<br />
<br />('()
<br />~
<br />
<br /> 24' 4" 2' 011 6'011 21011 20' all
<br /> r. .. .. .
<br /> 4' 0" II' 4" 10'ell 4' 0"
<br /> ~
<br />() I/~-------~~ H~e,E ~ ()
<br />N ~'01l x ~'a'l e.Gr.D. ~101l x ~'all e.Gr.D. 16 2:; el-l EGrRE ee
<br /> I 32/2 81-l TEM~ N
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<br /> .1 ~ ~~ I: . · .r---------------------------,
<br /> 1:( GARO TUecc::: I :34 el-l TEMP b ., NON LOAD eEARING MONO I- _l...
<br />'t '~ ~I
<br /> () ENTRY 1211 EYEBROW I CiARAGE &TEP FOOTING I
<br />l1) I ........ I in I I
<br /> I- .J "t I
<br /> .!-!.r .. ::l r:: I
<br /> .J--- .. I I
<br /> 3:3 el-l TEMP .., e' 211 2' ~II I '.
<br /> 12" EYEeROW ENTRY &LAB 4" J I ~
<br /> eaow H(:lIJeIl ~ ~ I ~ D
<br /> ~INJ6H FlOOR I ~
<br /> 16" X 161" el.OCK cot..UMN& I
<br /> . . e'e" WITH I)" WOOD eEAM 0
<br /> AT TOP I '"
<br /> I r.
<br /> 5' 01' I' 4 6' ell I' 4' e' e" I I ()
<br /> () I I ~
<br /> "'<n I I
<br /> I "t I
<br /> , GARAGE &LAB MINII'1.lM I
<br />'t I 4" eaow I-lOU&I! eLA!S N I
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<br /> 616
<br /> 1..- _J I
<br /> ~ ~ . .u 16 0" X , 0" GrARAGrE DOOR ll. .
<br /> \
<br /> 4' e" 21011
<br /> " " 411 231011 20' 011
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<br />
<br />.. . DeNOTE& t5 REeAR X CONT. PLACED IN aoTTOM COUF(&E AND
<br />16" DEEP eEAl1 POURED WLID WIT~ 2~ P&I CONCF(ETE.
<br />
<br />.. P - DENOTE6 PF(E effiE&&ED U LINTEL WtT~ t5 F(Et:3AR X CONT.
<br />PLACED IN aoTTOM COUReE 4 16" DEEP 6eAM POURe::> eol..ID
<br />WIT~ 2500 pel CONCRETE
<br />
<br />.. & - DENOTE& IN eoTTOM COUR&E 4 (6) - & I 16" eMooTI-I &TIF(RUP&
<br />AT e" OC AT EAC~ EN!:) IN A 16" DEEP eeAM POURED eoLID
<br />WIT~ 2500 pel CONCRETE
<br />
<br />INt eruo WAL.L.
<br />I~. t. PLA n: ANCHO~ED
<br />WITH SOL.T& AT 24" O.C.
<br />
<br />I-lORIZONT AL. LINTEL t& REBAR
<br />
<br />4' CONCRETE eLAe
<br />MIN. 2S00 pel
<br />OVER T~EA TEO
<br />COMPACTED FILL.
<br />
<br />6X6 10/10 UAJ.JM
<br />(OR EQUAL.)
<br />
<br />
<br />1< 2&">1
<br />
<br />
<br />4"
<br />
<br />,. - -
<br />"
<br />" 12-
<br />"
<br />"
<br />
<br />
<br />1
<br />
<br />!-lOOK LAPe MINIMUM
<br />10" LUITl-l 2 TIEe
<br />
<br />&"
<br />
<br />
<br />o
<br />
<br />1-'& Rl:aAR
<br />ON Cl-lAIRe
<br />
<br />12"
<br />
<br />a"
<br />
<br />
<br />FOOTER t& REBAR
<br />
<br />NON LOAD 6EARING GARAGE FOOTING
<br />
<br />(U 61MPeoN I-lETA20 POURED IN
<br />TOP OF Bl.OCK COLUMN EACH 610E
<br />OF WOOD 6EAM. FILl. ALl. HAIL !-lOLEe
<br />WITI-! IOD X I 1 21" HAILe
<br />
<br />D61. 2 X 12 l>2 PINE eEAM
<br />WITI-! ONE LAYER 112" PLY
<br />WOOD IN CENTER
<br />
<br />
<br />&TRAP All. TRU~E& TO WOOD
<br />aEAM U&INU 1 EACI-! &IMPeoN
<br />1-110 CLIP PI:R tRue&, FILL ALL
<br />NAIL I-IOLE& WITI-l 10D X 1 In"
<br />NAIL&
<br />
<br />ROOF TRU&& WITH 4" 6EARING
<br />
<br />ENTRY WALl.
<br />
<br />
<br />4 X -4 P.T. PoeT ANCHOR TO TOP OF WAll. ue.ING (1)
<br />&IMPeoN I4ETA20 eTRAP POURED IN L.INTEI. AT EACI-l
<br />61DE. eTRAP 6EAM TO PoeT U&ING (1) 6IMP60N I..&TA24
<br />6TRAP EACI-l 61DE. FILl. AU.. HAIL !-lOLEe WITI-l IOD x 1 tn"
<br />HAile
<br />
<br />AU.. ARCH FRAMING TO eE 2 x 4
<br />l>2 &PRUCE MAXIMUM 6TUDe &PACING
<br />OF 16" WITH tn" PLYWOOD HAILED 6" OC
<br />WITH &D COMMON HAILe. AU- MA TERlALe
<br />ATTACI-lEO TO BLOCK COLUMN& TO 6E
<br />PRE66URE TREATED. ATTACI-l TO aLOCK
<br />U&INGI V4" x 3 V4"TAP CONe MAXIMUM
<br />eRACING 61" OC.
<br />
<br />16" ROUND 6LOCK COLUMN
<br />WITI-l (2) '5 REBAR POURED
<br />IN CENTER FROM PAD 6aow
<br />
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<br />i----------------------------------------------
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<br />
<br />
<br />LIVING
<br />GARAGE
<br />INr,..,.,
<br />
<br />1411
<br />421
<br />.e
<br />
<br />12" X 32" X 32" PAD WITH
<br />) EACI-! lIS REBAR EACI-l
<br />DIRECTION TIED TO VERTICAL
<br />ROD& IN COLUMN
<br />
<br />. ,.
<br />
<br />TOTAL
<br />
<br />1942
<br />
<br />All fOOTING& AND CONCRETE FOUNDATION
<br />PAD& MU&T aE 12" eEl.ow flNleH GRADE
<br />
<br />FOUNDATION 4 PLUM61NG PLAN
<br />
<br />1/411 = 11011
<br />
<br />AAKAY ENGINEERING INC.
<br />&TRUCTURAI- ENGINEER&
<br />
<br />16" eLOCK COLUMN DETAIL
<br />
<br />AU- FIXTURE LOCA T10Ne MUeT BE VERIFIED FROM PLOO~ P~N
<br />AND Ie Tl-IE F<EeFONelelllTY OF PLUMBING CONTRACTOR TO PlACE
<br />FlxruF(Ee IN CORF(ECT LOCATION. pl.UMelNG DRAIN LINEe AF(E NOT A
<br />eTRUCTURAL. PART OF DRAWINGe AND MAY VARY IN FIEl.D WIT!-lOUT
<br />APPROVAL FROM ENGINEE~ OF RECORD.
<br />
<br />THe CLlENi UNDER&TANDe THAT THE DE6lCaNI:R CARRlc& NO LIABILITY INOORANCE AND THEREfORE
<br />AUREE& TO !-lOLl:) HARMI.E&&, IDEMNIFY, AND DEFEND DE&IGNER FROM AU.. CLAIM&, L.O~Ee AND
<br />EXPEN&E& (INCLUDING RI:AaONAeLE! ATTORNEY FEEe) ARI&ING OUT OF OR fo<E&l.lI.TING ~OH THE
<br />FROJECT. THE DE&IGNER WILl. IN a.ooD FAITH ATTEMPT TO PROVIDE ERfo<OR FREE CON&tRUCTlON
<br />DRAWINGe, 6\.IT IN THE EVENT ERRORe OCCUR THE DEelGNER WILl. NOT eE LIA6LE FOR C06T OF
<br />REPAIR& OR DEl..AY TO THE CONeTRUCTION
<br />
<br />RICI-IARD L.. KIDOEY P.E.
<br />I=\.ORIOA LICEN&! NUMeER '12S6
<br />
<br />II-lERBY CERTIFY Tl-lAT TI-IE&E PLANe AND &PECIF1CATION&
<br />WAe pF(EPAREP BY ME OR UNDER MY DIRECT 6UP~Vl&ION
<br />ARB IN COMPLIANCE WITH TI-IB FLORIDA BUII.DING CODE 2001
<br />fIOR 110 MP~ ( , &ECOND OO&T ) WIND IONS . ~ MPH I'A&TE&T
<br />&PEEJ:)
<br />
<br />PG
<br />3 OF 6
<br />
<br />ARKA Y · 7371,
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