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<br />l.INTEl. l.OAD CHART ( I~II DEEF BEeTION )
<br />CLEAR ePAN CONCREtE U LINtEl.. "POWER" etE:EL "POWER" etEEL
<br /> BOX LINtEL
<br />" - ",," 4se1 PLF ( UNFILLED ) 1010 PLF L-2 SS""S FLF
<br />2' - 2" 3436 FLF ( UNFILLED ) """"2",, FLF L-2 ~e30 PLF
<br />2' - e" 2111 PLF ( UNFILLED) ~~"" PLF L-2 e,e4~ FLF
<br />3' - 2" 2332 PLF ( UNFILLED ) 4we PLF L-2 4",,13 FLF
<br />4' - 0" le36 PLF ( UNFILLED ) 3&36 FLF L-2 ;,""~~ PLF
<br />4' - ",," '",,24 FLF ( UNFILLED ) 31S4 FLF L-2 ;.28e PLF
<br />s' - 2" 213~ FLF 'f 214"" FLF L-2 .. 28",,4 FLF ..
<br />",,' - 2" n11 FLF .. n~a FLF L-2 .. 2400 PLF ..
<br />l' - 0" I~a 1 FLF .. 2026 PLF L-2 .. 2114 FLF ..
<br />e' - 0" 1123 PLF .. 11""e PLF L-2 'f n13 PLF .f
<br />~' - 2" 14e~ FLF 'f IS46 FLF L-2 .. I'M4 FLF ..
<br />10' - 0" 13&4 PLF .. 1414 FLF L-2 .. 1.31~ FLF 'f
<br /> -
<br />10' - e" 1211 PLF .. 132S PLF L-2 .. 1110 PLF ..
<br />II' - 2" 1200 PLF .. 1230 PLF L-2 .. I~~ PLF ..
<br />12' - 0" 1I0~ PLF 'f 1I1a PLF L-2 'f Isle PLF .f
<br />12' - e" 1044 PLF .. 1116 PLF L-2 'f 1436 PLF ..
<br />13' - 4" 13SS PLF .. P 1~1 PLF L-2 .f 5L - 1 1364 FLF .f
<br />14' - 0" 1321 PLF .. P 1321 FLF L-2 .f 5L - 1 I~~ PLF 'f
<br />,,,,,' - 0" 11&2 PLF .. P 104a FLF L-2 .. 5L - I \131 PLF ..
<br />Ie' - 0" 101"" PLF .. P 62a FLF L-2 .. eL - 1 ~W PLF ..
<br />la' - e" ~11 PLF .. P 110 PLF L-2 .. 5L - I &~3 PLF ..
<br />20' - 0" e16 PLF .. P ",,2~ PLF L-2 .. eL - I -:84 PLF ..
<br />n' - e" 1e~ pLJ= .. P ~23 PLF L-2 .. eL - 1 1&06 FLF ..
<br />
<br />DENOll:e ts REBAR X CONT. PLACED IN BOTTOM COUR5E AND
<br />16" DEEP BEAM POURED eoLlD Wln-J 2WO P51 CONCREtE.
<br />
<br />.. P - DENotee PRe eTReeeED U LINTEL Wln-J .s REBAR X CONT.
<br />PLACED IN BOTTOM COUR5E 4 1",," DEEP BEAM FOURED eoLlD
<br />WtTf-l twO pel CONCRETE
<br />
<br />i
<br />
<br />e" X 8" X ,,,,,' KNOCK OUT BLOCK
<br />TOP COAR6E WITI-l I 1& 1-l0RIZONT AL
<br />REBAR TIED TO ALL VERTICAL RODe
<br />e"
<br />f.-=-.j J
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<br />
<br />
<br />BOX 6TEEL L1NTELe OVER ALL WINDOW
<br />'. ~ AND DOOR OPENIN6e, NO 1& REBAR
<br />:~ " ~. ..-....-- REQUIRED ON BEAM6 UP TO 24'0"
<br />'.'. . WtTl-l NO MORE mAN WHBe FLF
<br />
<br />IS VERTICAL RODE'> FROM
<br />FOOTINGE'> TO BOND BeAM
<br />ABove
<br />
<br />32' e"
<br />
<br />IS VERTICAL RODE'> FROM
<br />FOOTINGe TO eoND BeAM
<br />ABove
<br />
<br />32' e"
<br />
<br />
<br />
<br />22' e"
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<br />10' 0"
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<br />TO EXI6TING WALL DETAIL
<br />
<br />OPTIONAL POWER BOX LINTEL DETAIL
<br />
<br />eEE NEW BLOCK WALL
<br />TO EXI6TING WALL DeTAIL
<br />
<br />FOUNDATION 4 PLUMBING PLAN
<br />
<br />1/4"
<br />
<br />-
<br />-
<br />
<br />11 0"
<br />
<br />ALL FIXTURE LOCAT/ONe. MU5T 6E VERIFIED FROM FLOOR PLAN
<br />AND 15 THE REe.PON5161L1TY OF PLUM61NG CONTRACTOR TO PLACE
<br />FIXTURE5 IN CORRECT LOCATION. PLUM61NG DRAIN L1NE5 ARE NOT A
<br />5TRUCTURAL PART OF DRAWINGe. AND MAY VARY IN FIELD WITI-lOUT
<br />APPROVAL FROM ENGINEER OF RECORD.
<br />
<br />i
<br />
<br />8' X 8" X I",," KNOCK OUT BLOCK
<br />TOF COAR6E WITI-l I 1& HORIZONTAL
<br />REBAR TIED TO ALL VERTICAL RODe
<br />
<br />
<br />~/
<br />~~
<br />
<br />e" X 8" X I",,' KNOCK OUT BLOCK
<br />TOP COAR5E WITf-l I IS f-lORIZONT AL
<br />REBAR TIED TO ALL VERTICAL RODe
<br />
<br />
<br />
<br />i ~/ .' FRECA., LINTEL BLOCK
<br />
<br />= , . OVER ALL OPEN[NG~, I EACH
<br />~ '~cJ. ~ 1& REBAR IN TI-lle COAR&E WHEN
<br />5PAN OF LINTEL OVER &'2"
<br />
<br />8' X e" X I",," KNOCK OUT BLOCK
<br />OVER POWER 5TEEL LiNTE1~(), WITI-l
<br />1 EACI-l I!:> REBAR I~j TI-l15 COAR6E
<br />WHEN &FAN OF LINTEL Ie OVER 12'4"
<br />
<br />OPTIONAL POWER 5TEEL LINTEL DETAIL
<br />
<br />HORIZONTAL liNTEL f& REElAR
<br />
<br />
<br />OPTIONAL 5T ANDARD PRECA5T DETAIL
<br />
<br />112" CDX OR 111",," 06B ROOF 6I-IEATHIN6
<br />NAILED ",," OC ON ALL ED6E6 AND IN THE
<br />FIELD WITH eD NAILe. U6E E'>TEeL FL YCLlF6 j
<br />AND .IS FELT WITH 6HINGLEe. RID6E VENT
<br />A6 REQUIRED
<br />
<br />2><4 OR 2X"" WOOD eue WITH J
<br />ALUMINUM 60FFIT AND FAcelA
<br />TRIM
<br />
<br />
<br />6EE ROOF TR~6 FLAN
<br />
<br />MIN R-22 INeuLA TION
<br />IN ALL ATTIC AREA6
<br />
<br />o
<br />
<br />~_ In' CEILIN<> TYPE GYPOUM WARD
<br />
<br />6EE LINTEL CHART
<br />
<br />61NGLE BOND 6EAM WITH (I) .5
<br />RE6AR CONTINUOua TieD TO ALL
<br />VERTICAL RODE'>
<br />
<br />ALUMN E'>.H. WINDowe
<br />
<br />
<br />MA60NRY elLL6
<br />
<br />
<br />3/4" P.T. FURING WITH 3/4' TUFF R
<br />INWLATION BOARD AND 1/2" GYPWM
<br />
<br />e" 6LOCK WALL e'o" IN HelGI-lT
<br />PECORAT"E CEMENTITo,JO FlNI,," ~
<br />
<br />
<br />I"" X 12" FOOTING6 WITH
<br />(2) .S RE6AR ON CHAIRE'> ~
<br />::
<br />~
<br />
<br />
<br />TYF'ICAL 4" CONCRETE 6LAB WITH WIRE ME6H
<br />OR FIBER ME6H AND e. MILL VI6QUEEN OVER
<br />CLEAN COMFACT TERMITE TREATED eOIL
<br />
<br />GROUND WIRE TO
<br />FooTIN6 RE6AR
<br />
<br />IS VERTICAL RODE'> FROM
<br />FOOTIN66 TO BOND 6EAM
<br />WITH 24" LAP MINIMUM
<br />
<br />BOTTOM OF FOUNDATION
<br />MINIMUM 12" BELOW GRADE
<br />
<br />81 0" 6LOCK WALL PET AIL
<br />NOT TO eCALE
<br />
<br />.-
<br />
<br />TI-lE CLIENT UNDER5TANDe TI-lAT THE DE51GNER CARRIEe NO LIABILITY INOURANCE AND TI-lEREFORE
<br />AGREE5 TO I-IOLD I-IARMLEee, IDEMNIFY, AND DEFEND DEelGNER FROM ALL CLAIMe, LoeeEe AND
<br />EXFENeEe (iNCLUDING REAeoNAeLE ATTORNEY FEES) ARI51NG OUT OF OR RE5ULTING FROM THE
<br />FROJECT. THE DEE'>IGNER WILL IN GOOD FAITH ATTEMFT TO FRovlDE ERROR FREE CON5TRUCT10N
<br />DRAWINGe, BUT IN THE EVENT ERRORe OCCUR THe DE51GNER WILL NOT ee LIABLe FOR coeT OF
<br />REPAIRE'> OR DELAY TO TI-lE CONeTRUCTION
<br />
<br />FOOTER '& REElAR
<br />
<br />RIDGe vENT
<br />
<br />
<br />ROD CHAIR& ~'&' >1
<br />
<br />REBAR LAP DET AILe
<br />
<br />MATCI-l EXleTING I-lOU6E
<br />ROOF PITCI-l, VERIFY IN
<br />FEILD
<br />
<br /> 12" Ol-l
<br /> ~
<br /> f- ~
<br />0 ~ ~
<br />I:() ~ ~ 3
<br /> -..sl ~ ~
<br /> 3
<br /> ~
<br />
<br />. ~ ~ . . .
<br />DECORATive CEMENTITOUE'> FINleH.
<br />. . . . . . . . . . . . . . . ~ . . . .
<br />-------------------------------------------------------.-----------------------
<br />
<br />EXI€>ITNG ~OU€>E,,-
<br />""",,-
<br />
<br />LEFT 61DE ELEVATION 1/4"
<br />
<br />= 110"
<br />
<br />DRILL I" X 6' !-lOLE INTO EXleTIN6 BOND BEAM
<br />AND EFOXY IS RE6AR FROM NEW BOND BEAM
<br />INTO EXIE'>TING eoND BEAM.
<br />
<br />DRILL I"X~' 1-l0LE /NTO EXleTIN6 WALLE'> 24" OC
<br />AND EFOXY "S REBAR FROM NEW SLOCK WALL
<br />INTO EXleTING eLOCK WALL. REBAR TO Be Ii'
<br />LONG WITI4 6" INTO EXI8TING WALL 6" IN NeW
<br />6LOCK WALL
<br />
<br />
<br />"5 VERTICAL ROD TIED AT TOP AN
<br />eoTTOM AND AT EACH ROD IN BETWEEN
<br />
<br />KICK PANEL
<br />
<br />KICK FANEL
<br />
<br />.. .. . . .. .... ....................
<br />-----.-----------------------------------------~-------------------
<br />
<br />.. . . .. .. ..
<br />DecORA TIVE CEMENTIToue FINI~
<br />
<br />DRILL I" X 6" 140LE INTO EXleTIN6 FOOTIN68
<br />AND EFOXY IS REBAR FROM NEW FOOTIN6&
<br />INTO EXleTING FOOTING6
<br />
<br />=-=---=-& i -- -=
<br />====~:s::s::s::s
<br />= = = = -----------.. r-----.. ,.--- -=-= ___., ,.____________
<br />
<br />EXl5TING EGRE55 ~ :lXI5TINc;WI-
<br />~ I
<br />WINDOLU @. I REMOVE EXI8TING WINDOW
<br />REMove EXI5TING WINDOW ~: I AND CLoeE IN OPENING
<br />I --------- I
<br />AND RELOCAtE TO 51De WALL ~ - - - - - - - - - - - - - - i
<br />OF BEDROOM ( - , I
<br />., ..._... II
<br />~ ( 't ~ ::
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<br />~________________________________1=t______________________..
<br />r------------------------------------------___________---..I
<br />I II
<br />I II
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<br />: EXI€>TING : :
<br />: BEDROOM : :
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<br />/EXI€>ITNG ~OU€>E
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<br />EXI5TING 5.G.D.
<br />
<br />EXI€>TING
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<br />
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<br />11
<br />
<br />0"
<br />
<br />MATCI-l EXI&TING I-lGUeE
<br />ROOF PITCI4, VERIFY IN
<br />FEILD
<br />
<br />I'. " " " " VI
<br />
<br />I
<br />.
<br />
<br />
<br />12" O~
<br />
<br />KICK PANEL
<br />
<br />.. . . .. .
<br />-----------------
<br />
<br />= 110"'i..L .,OjZ.~'-'jlI>LLLv.';rLYWITHALL
<br />'. REVAlLL\;G CODES, FWRlDA BV1LDL'!G
<br />CODE. NATIONAL ELECTRlC CODE ANI:
<br />CITY OF ZEPHYRHILLS ORDINAJ\'CES -
<br />
<br />RIG~T 61DE ELEVATION 1/4"
<br />
<br />MATCI-l EXleTING I-loue.e
<br />ROOF FITCI4, VERIFY IN
<br />FEILD
<br />
<br />12" 01-1
<br />
<br />~
<br />
<br />~
<br />
<br />
<br />~
<br />
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<br />
<br />~
<br />
<br />NEW 6LOCK WALL TO EXI5TING WALL DETAIL
<br />
<br />REAR
<br />
<br />ELEVATION 1/4" = 1'0"
<br />
<br />i t ~,~<f/~_/~<,~ ' _12 ^ IJ
<br />: i ell A '-;"J-:rLui lX'~0'"
<br />
<br />ARKAY EN6INE'lm.'IlC", INC.
<br />eTR R.\1.. F.NGINt:.EFC8
<br />
<br />
<br />II-l~BY CeRTIFY TI-lAT THEee PLAH8 Al~D 5PECIFICATION6
<br />WAS PRePARED 6Y ME OR UND~ MY D!f<eCT &lFERvleION
<br />ARE IN COMPLIANCE WITf-l Tf-lE FLORIDA BUILDING CODE 2001
<br />FOR 120 MPI-l (3 eeCOND c:.ueT) WIND ZONE - 100 MFf-l FAeTEeT
<br />~EED
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<br />TOTAL
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<br />1 OF 3
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<br />ARKAY · 614-1
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