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<br />LINTEL LOAD CHART ( 1~1I DEEP eECTION )
<br />CLEAR ~PAN CONCRETE U LINTEL "POWER" 8 TEEl.. "POWER" 8TEEl.
<br /> BOX 1.INTEL.
<br />I' - iC!>" 4~al P1.F ( UNFILlED ) 1010 P1.F 1.-2 ~aiC!>5 Pl-F
<br />2' - 2" 343S Pl.F ( UNFILLED ) ~('2(' PI-F 1.-2 (,a30 Pl.F
<br />2' - 8" 211' Pl.F ( UNFILLED ) &~(, PI-F 1--2 S54g PI-F
<br />3' - :2" 2332 PLF ( UNFILLED ) 4&Oa PLF L-2 4iC!>1:; PLF
<br />4' - 0" 1835 PLF ( UNFILLED ) 3535 P1..F 1..-2 3~<a<a PLF
<br />4' - (," 1(,24 Pl.F ( UNFILLED ) 3154 Pl.F 1--2 32e8 Pl.F
<br />5' - 2" 213<a PLF .f 2146 PLF 1.-2 .. 28iC!>4 Pl-F ..
<br />iC!>' - 2" 2211 PLF .. n~8 PLF 1.-2 .. 2400 PI-F ..
<br />" - 0" Ig81 Pl.F .. 2025 P LF 1..-2 .. 2114 PLF ..
<br />8' - 0" 1123 Pl-F .. 11(,8 P L.F 1..-2 .. 221:; PI-F ..
<br />g' - 2" 14ag PLF .. 1&45 PLF L-2 .. l<ae4 PLF ..
<br />10' - 0" 1354 PLF .. 1414 F1..F L-2 .. 181<a PLF ..
<br />10' - a" \211 PLF .. 1325 PLF L-2 .. 1110 PLF ..
<br />II' - 211 1200 PLF .. 1230 PLF 1..-2 .. 1(,29 PL.F ..
<br />12' - 0" 1109 PLF .. 1I1a PLF 1.-2 .. ISIS PL.F ..
<br />12' - 8" 1044 FLF .. 11IiC!> PLF 1.-2 .. 143~ PLF ..
<br />13' - 4" 13ga PLF .. P 1381 PLF 1..-2 .. ~L - 1 1:;~4 PI-F ..
<br />14' - 0" 1321 PI-F u P 1321 PLF L-2 .. 8L - 1 !~g PLF ..
<br />1(,' - 011 1152 FLF .. F 104a PL.F 1..-2 .. 81. - I 1131 P1.F ..
<br />18' - 0" fOliC!> PL.F .. F a28 P1.F L-2 .. 81.. - 1 giC!>O PI-F ..
<br />Ie' - a" g11 PLF .. P 110 PLF 1--2 .. 8L - 1 ag:; PLF ..
<br />20' - 0" a1iC!> PLF .. P (,2g PLF L-2 .. 81. - 1 1a4 PLF ..
<br />22' - a" lag PLF If P &23 PLF L-2 .. 81.. - I iC!>0iC!> PLF ..
<br />
<br />.. - DENOTE8 t& RESAR X CONT. PLACED IN SOTTOM COUR8E AND
<br />I~" DEEP BEAM POUREP 80LID wlm 2S00 P81 CONCRETE.
<br />
<br />.. P - DENOTE8 PRE 8TRE88ED U LINTEL wm~ 15 RE6AR X CONT.
<br />PLACED IN SOTTOM COUReE . liC!>" DEEP SEAM POUREP 80LID
<br />WIT~ 2&00 P81 CONCRSTE
<br />
<br />.. 8 - DENOTr:8 IN 130TTOM COUR8E . ((,) - S I 1~" 8Moom 8TIRRUP8
<br />AT a" OC AT EAC~ END IN A 1iC!>" DEEP BEAM POURED 80LlD
<br />UJIT~ 2&00 P81 CONCRETE
<br />
<br />INT 8TUD UJAlL
<br />p.r. PLATE ANC~OREO
<br />WIT~ 1301. T8 AT 24" O.C.
<br />
<br />4" CONCRETE 8LAS
<br />MIN. 25>00 P81
<br />OVER TREATS)
<br />COMPACTED FILL
<br />
<br />~XiC!> 10110 UJUJM
<br />(OR EaUAU
<br />
<br />
<br />
<br />4"
<br />
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<br />,
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<br />
<br />12"
<br />
<br />a"
<br />
<br />
<br />~
<br />
<br />o
<br />
<br />1-.5 REaAR
<br />ON C~AIR8
<br />
<br />t2"
<br />
<br />a"
<br />
<br />NON LOAD 6EARING GARAGE FOOTING
<br />
<br />(1) e,IMPe,ON I4ET A20 POURW IN
<br />TOP OF 6LOCK COLUMN EACI4 e,IDE
<br />OF WOOD 6EAM. FlU ALL NAIL HOLE&
<br />WITI4 100 X I I 21" NAIL6
<br />
<br />DBL. 2 X 12 "2 PINE BEAM
<br />WIT~ ONE LAYER 1/2" PLY
<br />WOOD IN CENTER
<br />
<br />
<br />
<br />ALl- ARCH Fl<AMINGr TO 6E :I x 4
<br />"2 &PRUCe MAXI~1UM &ruD5 e,PACINGr
<br />OF I~" WIT\-j 1/2" PLYWOOD NAIL.EP ~" OC
<br />WITH !;D COMMON NAIL8. ALl- MATERIAL&
<br />ATTACf-lED TO BLOCK COLUMN& TO Be
<br />PRE5e>Ul<E TREA1"EO. ATTACH TO 6LOCK
<br />UolNGr 1/4" X 3 1/4" rAP CONe. MAXIMUM
<br />e,PACINCis {;o" OC,
<br />
<br />e.TRAP ALL TRUME5 TO WOOD
<br />6EAM UolNGr 1 EACH 5IMPe,ON
<br />HIO CLIP PER TRue.e, FILL ALL
<br />NAIL. HOLE5 WITH 10D >< 1 1/2"
<br />NAIl-5
<br />
<br />1{;O" ROUND BLOCK COLUMN
<br />WITI4 (2) *5 REBAR POURED
<br />IN CENTER FROM PAD 6ELOW
<br />
<br />~-~--~-----------------------------------------
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<br />ENTRY WALl-
<br />
<br />L>
<br />
<br />12" >< 32" X 32" PAD WITH
<br />3 EACH *S RE6AR EACI4
<br />DIRECTION TIED TO VERTICAL
<br />ROD& IN COLUMN
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<br />
<br />
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<br />
<br />ALL FOOTINC:le. AND CONCRETE FOUNDATION
<br />PAD& MU8T Be 12" 6aow FINIe,H GRADE
<br />
<br />I~" 6L.OCK COLUMN DeTAIL.
<br />
<br />THe CLIENT UNDER5TAND6 THAT THE DE51GNER CARRIF-5 NO LIAelLITY INe.ur<ANCE AND THEREFORE
<br />AGREE5 TO HOLD HARMl-EM, IDEMNIFY, AND DEFEND DEeluN!:l< FROM ALl. CLAIM6, L065E6 AND
<br />EXPENeEe, (INCLUDINCis ReAeONAeLE ATTORNEY FEEe,) ARIe,INGr OUT OF OR REe.uLTINGr FROM THE
<br />PROJECT. THE DEe,IGrNER WILl- IN GOOD FAIT~ ATTEMPT TO PROYIDE ERROR FREe CONe,TRUCTION
<br />DRAWINGe,6UT IN THe EVENT ERROR& OCCUR THE DE&IC:lNER WILL. NOT 65 LIA6LE r<:lR CO&T OF
<br />REPAIRe OR DELAY TO THE CONeTRUCTION
<br />
<br />e" x 611 X Ii&" KNOCK OUT 6LOCK
<br />TOP COAReE WIT~ 1 IS ~OF<IZONT AL
<br />RE6AR TIED TO ALL VERTICAL RODe
<br />
<br />~/
<br />
<br />· ' 4
<br />'60
<br />
<br />~
<br />
<br />
<br />60X 5TEEL L1NTEL5 OVER ALL WINDOW
<br />AND DOOR OPENINGe, NO IS REBAR
<br />REQUIRED ON 6EAM5 UP TO 2410"
<br />WIT~ NO MOF<E T~AN ~0~L6e PLF
<br />
<br />OPTIONAL POWER BOX LINTEL DETAIL
<br />
<br />HORllONTAL. LINTEL. "3 REBAR
<br />
<br />1< 25"~
<br />
<br />
<br />1
<br />
<br />~I
<br />
<br />~K !-APe, MINIMUM
<br />10" WI ~ :I TIE5
<br />
<br />
<br />FOOTER "5 RE6AR
<br />
<br />ROD Ci-lAIR5 ----3125,
<br />1< >1
<br />REeAR LAP DET AIL8
<br />
<br />4 X 4 P.T. Po&r ANCHOR TO TOP OF WALL Ue,INGr (1)
<br />e,IMPe,QN I4E1'A20 &TRAP POURW IN LINTEL AT EAC~
<br />51D!:. &TRAP 6EAM TO P05T U61NGr (1) eIMPe,QN L&TA24
<br />5TRAp EACI4 eID!:. FlU- AU- NAIL I-lOLE5 WITI-l IOD X 1 v:t
<br />NAIL6
<br />
<br />ROOF TR~e WIT\-j 4" 6EARINGr
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<br />a" x e" x Ii&" KNOCK OUT BLOCK
<br />TOP COARee WIT~ 1 tS ~ORIZONT AL
<br />t REeAR TIED TO ALL VERTICAL ROD5
<br />
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<br />
<br />. ' .
<br />'r.o.
<br />a" x e" x li&" KNOCK OUT BLOCK
<br />OVER POWER 5iEEL L1NTEL5, WITH
<br />1 EAC~ is RE6AR IN T~15 COAR8e
<br />WHEN 8PAN OF LINTEL 15 OVER 12'411
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<br />e" x e" x li&1I KNOCK OUT BLOCK
<br />TOP COAR5E WIT~ I tS HORIZONTAL
<br />, RE6AR ilED TO ALL VERTICAL ROD8
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<br />.... ....-
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<br />
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<br />
<br />
<br />OPTIONAL POWER eTEEL LINTEL DETAIL
<br />
<br />ell PRECA5T LINTEL 6LOCK
<br />OVER ALL OPENING8, 1 EACH
<br />tS RE6AR IN THI8 COAR8E WHEN
<br />8PAN 01= LINTEl- OVER 1:;'211
<br />
<br />OPTIONAL 5T ANDARD PRECA5T DETAIL
<br />
<br />41 ell
<br />
<br />12' e"
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<br />DeL 25 eli-l EGREoe
<br />0" e" t=AN WINDOW
<br />111011
<br />
<br />. .
<br />
<br />I~' X I~" 6LOCK COLUMN . ~' 4"
<br />WITH 12" X 32" X 32" PAD WITH (3)
<br />"5 RE6AR EAC~ WAY TIW TO (4)
<br />Yf.:RTICAI. ROD& IN COLUMN5
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<br />1\' 011
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<br />i 4C31 411
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<br />.& VERTICAL ROO& FROM
<br />FOOTIN66 TO eONO 6EAM
<br />ABOVE
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<br />-'16'0" x 6'S" 8.G.D.
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<br /> Ii 0"
<br />2& 8H EGREI ~' 411
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<br />D6L 25 61-4 EGREee ()
<br />ell I=AN WINDOW
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<br />ENtRY &LAB 4" 6EJ..OW
<br />HOU&l! rlNI614 rLOO~
<br />
<br />141
<br />
<br />4' 411 '4'
<br />
<br />1\' 4"
<br />
<br />2~' 4"
<br />
<br />4~1 4"
<br />
<br />""'--' ~--'--- ""--.... ~ a:-_.e:;.I.<~.~~4_~
<br />
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<br />FOUNDf'~t'rION 4 PLUMBING PLAN
<br />
<br />1/4"
<br />
<br />- '-:i --
<br />.~i~1.LL FIXTURI: LOCATfON& MU&T 131: VERIFIED FROM FLOOR P!.AN
<br />-:y~
<br />~~b .1.ND 1& TI-lE RE8PON81elLITY 01= PLUMelNG CONiRACiOR TO PLACE
<br />.~~ ,=/XTURE8 IN CORRECT L.OCATION. PL.UM61NG DRAIN L.INE8 ARE NOT A
<br />~'t 8TRUCTURAL PART OF DRAUJING& AND MAY VARY IN FIELD WIT~OUT
<br />n APPROVAL FROM eNGINeER OF RECORD.
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<br />201011
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<br />
<br />ARKA Y ENGINEERING INC.
<br />&TRUCTURAL ENGtNEER&
<br />
<br />RICHARD 1... KIDDI:Y P.E.
<br />FLORIDA 1-ICEN5e NUM6ER "~6
<br />I Ha<ay Ca<TIFY iHAt THE~l: PLAN& AND &PECIFICATION&
<br />UJA8 P~EPAREO ay Ml: OR UNDER MY DIRECT ~UPa<Vle.ION
<br />ARl: IN COMPL.IANCl: WITI-I THl: FL.ORIDA aUIl.,DING CODl: 2001
<br />FOR 110 MPI-I (~ e.ecOND ooeT) WIND ZONe-~O MPI-l FA&TE6T
<br />&Pl::!:D
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<br />LIVING 131~
<br />GAF<A~E 42A
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<br />
<br />TOTAL.
<br />
<br />1828
<br />
<br />PG
<br />:3 OF 6
<br />
<br />ARKAY .73~7
<br />
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