|
<br />LINTEL LOAD CHART ( I~" DEEP eeCTION )
<br />CLEAR e.PAN CONCRETE U LINTEL "POW!::R ~ aT!:a "POWER" &TEE=J..
<br /> aox LINT fa
<br />I' - {," 4~!)1 PLF ( UNFILLW ) 1010 PLF 1.-2 ~e~~ PI.F
<br />2' - 2" 343& PLF ( UNFILLl:D ) ~626 PLF L-2 ~e30 PLF
<br />2' - a" 2m PL.F ( UNFILLED ) !7~~ PLF L.-2 5>'49 PLF
<br />3' - 2" 2332 PLF ( UNFiLlED ) 45>Oa PLF L.-2 4eo13 PI.F
<br />4' - 0" 183& PLF ( UNFILLl:D ) 3&3& PLF L-2 3eo~~ PLF
<br />4' - {," 1624 PLF ( UNl=ILLED ) 31M PI.l= L-2 328a PLF
<br />!':>' - 2" 213~ PLF .. 214~ PLF L-2 .. 2864 PLF ..
<br />eo' - 2" 1211 PLF .. me PLF L-2 .. 2400 PLF ..
<br />" - 0" l~a1 PL.F .. 202S PI.F 1.-2 .. 2114 PLF ..
<br />e' - 0" 1113 PLF .. 11~e PLF L.-2 .. 2113 PL.F ..
<br />~' - 2" 14e~ PLF .. 1&4S PLF 1..-2 .. l~a4 PLF ..
<br />10' - 0" 13S4 PLF .. 1414 PLF 1..-2 .. lel~ PLF ..
<br />10' - a" 1211 P L.F .. 132!7 PLF L-2 .. 1110 PLF ..
<br />II' - 2" 1200 PLF .. 12W PLF L-2 .. 16~ PLF ..
<br />Ii - 0" 1I0~ PLF .. 1I1e PLF L-2 .. ISIS PLF ..
<br />Ii - e" 1044 PLF .. 1I1~ PLF 1..-2 .. 143~ PLF ..
<br />13' - 4" 13~a PLF Of P 13a, PLF L.-2 .. eL - I 1364 PLF .f
<br />14' _ 0" 1321 PLF If P 1321 PLF L-2 .. eoL - 1 12~~ PLF If
<br />1~' - 0" 1152 PLF If P 1048 PLF L-2 .. eoL - I 1131 PLF ..
<br />la' - 0" 101~ PLF If P a2a PLF 1..-2 .. e.L - I ~{'O PLF If
<br />Ie' - a" ~11 PLF ff P 110 PLF L-2 .f e.L . 1 e~3 PLF ..
<br />20' .0" a1~ PLl= .. P ~2~ PLF 1..-2 If e.L - I 184 PLF ..
<br />n' - a" 1M PLF .. P 523 PLF L-2 " e.L - I ~o{, PLF If
<br />
<br />.. - D!::NOtEe. II!; REeAR >< CONT. PLACW IN 60tTOM COURe.E AND
<br />1{," DEEP BEAM POURED &OLID WitH 2S00 Pe-l CONCREtE.
<br />
<br />Of P - D!::NOtE& PRE &i1<EMED U LINtEL WITH liS REeAR >< CONT.
<br />PLACED IN 60ttoM COURe.E 4 I{''' DEEP 6EAM POURED eOLID
<br />Wlr\.l 2500 Peol CONCREte
<br />
<br />.. & - DI:NOtE& IN 60tTOM COURe.E i ((,) - & / I~" e.Moon~ &TIRRUP&
<br />AT a" OC AT EACI4 !::ND IN A I~" DEEP 6EAM POURED ooLID
<br />WITI4 2S00 pel CONCRETE
<br />
<br />!-lORIZONT AL. L.INTEL. i!; REBAR
<br />
<br />2!;"-.J
<br />1< :::-'"]
<br />
<br />
<br />'<::.to-,',.,::
<br />
<br />~I
<br />
<br />!-lOOK LAP& MINIMUM
<br />10" WITl-l :2 TIE&
<br />
<br />
<br />FOOtER i& REBAR
<br />
<br />ROD Cl-lAIRe
<br />
<br />#"
<br />1<: 2!; :::>j
<br />REBAR LAP DET AILe
<br />
<br />i
<br />
<br />a" x a" x I~" KNOCK OUT BLOCK
<br />TOP COAR5e LlJITI-1 1 *S 1-10RltONT AL
<br />REBAR TIED TO ALL VERTICAL RODe
<br />a"
<br />~~/
<br />...........
<br />. ' .
<br />'~
<br />
<br />
<br />SOX eTEEL L1NTEL5 OVER ALL WINDOW
<br />AND DOOR OFENINGl5, NO is REBAR
<br />REQUIRED ON BEAMe UfO TO 24'011
<br />LlJITI-1 NO MORe T~AN ~0~LB5 fOLF
<br />
<br />OPTIONAL POWER eox LINTEL DErAIL
<br />
<br />i
<br />
<br />a" x a" x I~" KNOCK OUT 6LOCK
<br />TOP COARee WIT~ 1 is ~ORIZONT AL
<br />RE6AR TIED TO ALL VERTICAL RODe
<br />all
<br />~~/
<br />..........
<br />. ' .
<br />'A()
<br />
<br />
<br />all x a'l x l~" KNOCK OUT 6LOCK
<br />OVER POLlJER eTEEL L1NTEL5, WIT~
<br />I EACH to RE6AR IN TI-I15 COAR5E
<br />WHEN ePAN OF LINTEL Ie OVER 12'4"
<br />
<br />OPT!ONAL POWl::R 6TEl::L LINTEL Ot::T AIL
<br />
<br />i
<br />
<br />a" x a" x 1~i1 KNOCK OUT BLOCK
<br />TOP COAR6E LlJITI-1 I is HORIZONTAL
<br />REBAR TIED TO ALL VERTICAl.. RODe
<br />
<br />~.j/
<br />
<br />. ' 4
<br />'~
<br />
<br />~-
<br />
<br />
<br />a" PRECAeT LINTEL BLOCK
<br />OVER ALL OPENINGe. 1 EACH
<br />is REBAR IN TI-115 COARee WHEN
<br />6PAN OF LINTEL OVER S'2"
<br />
<br />OPTIONAL 5r ANDARD PRECA5r DETAIL
<br />
<br />INT etuD WALL.
<br />P.T. PLAlt: ANC~OREO
<br />Will-! aoLle AT 2411 O.C.
<br />
<br />4" CONCRCtt: eLA6
<br />MIN. 2000 pel
<br />OYER TReA lEED
<br />COMPAClt:D I=ILL
<br />
<br />E:>XE:> 10/10 UJU.lM
<br />(OR l:QUAU
<br />
<br />
<br />1..S REeAR
<br />ON C~AIRe
<br />
<br />411
<br />
<br />/
<br />/
<br />/
<br />/
<br />_________4
<br />
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<br />
<br />
<br />,.1..
<br />
<br />a'l
<br />
<br />~
<br />
<br />D6L 2 >< 12 Ii2 PINE 6EAM
<br />WITH ONe LA YE:R In" PL. Y
<br />U!OOP IN CENtER
<br />
<br />~IMPeON 145T A20 OR EGUAI-
<br />POURED IN TOP OF aL.OCK
<br />COLUMN TO e.E:CURE 6eAM
<br />TO COLUMN, FILl- ALL. NAIL
<br />HOLEe Wttl4 120 COMMON
<br />NAILe
<br />
<br />
<br />12" ROUND 6LOCK COLUMN
<br />t.Uifl4 I I!; F<~AR POURl:D
<br />IN CENtER FROH PAD eaow
<br />
<br />~
<br />
<br />\'2" X 24" >< 24" PAD lUlTl-l 3 EACI4
<br />.S REeAR EACI4 DIRECTION
<br />
<br />0>
<br />
<br />
<br />24"
<br />
<br />NON LOAD eEARIN~ ~ARA6E ~OOTIN~
<br />
<br />&tRAP ALL tRUMEe to llJOOD
<br />agAM OOING 1 EACI4 ~IMPeON
<br />Hl0 CLIP PER iRuee
<br />
<br />12" ROUND BLOCK COLUMN DEl AIL
<br />
<br />THE CLIENT UNPER5TAN05 T~AT T~e OE51GoNER CARRIE5 NO LIABILITY IN5URANce AND T~EREFORE
<br />AGoREE5 TO /-jOLD HARMLE!5, lOEMNIFY, AND OEFJ:ND PEelGoNER FROM All CLAIM&, LoeeEe ANP
<br />EXPENe.ee (lNCLUDINGo REAe.ONAeLe ATTORNeY FEE!?;) ARlelNGo OUT OF OR REe.uLTING FROM THe
<br />PROJECT, iHE DE51GoNER WILL. IN "'OOD FAIT~ AtTEMPT TO PROVIDE ERROR i=REE CON8iRUCTION
<br />DRA!lJINc;,5, BUT iN THE EVENT ERROR! OCCUR THE oeelGoI';ER WILL NOT BE LIABLE FOR coeT Of'
<br />REFAIRe. OR DELAY TO THE CONeTRUCTION
<br />
<br />"t
<br />~
<br />
<br />
<br />GlAAAGE l!>I..Aa MINIMUM
<br />4' BELOW l-lOUee eLAa
<br />
<br />1~ 0 X 1 0 GARAGe DOOR
<br />
<br />20' 011
<br />
<br />
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<br />21 011 :
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<br />
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<br />12' >< 12' aLOCK COLUMN
<br />. "0' WITI1 12' X 24" X 24'
<br />PAD llJtTf-l (3) .S R~AR
<br />EACI1 WAY
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<br />oprlONAL ENTRY FOUNDA rlON PLAN
<br />
<br />. .
<br />3& eH EGREeeJ
<br />
<br />S14"
<br />
<br />IS'411
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<br />NON LOAD BEARING MONO
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<br />GlARAGoE e.LAa MINIMUM
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<br />l~ 0 X 1 0 GA GE DOOR
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<br />20' 011
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<br />48' 8"
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<br />12' 811
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<br />PORC14 e.LAa -4' BELOW
<br />l-lOUee FINlel1 FLOOR
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<br />NON LOAD BEARING eLAa eoGoe
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<br />.5 VERTICAl. RODe. FROM
<br />FOOTINGe. TO BONO BEAM
<br />Aeove
<br />
<br />
<br />1314" 1;14"
<br />
<br />AL.L FixtuRe LOCATION~ Muer Be VERII=It:D FROM FLOOR PLAN
<br />AND Ie THe REepON&IBILITY 01= PLUMBING CONTRACTOR 10 pL.ACe
<br />FlxtuREe IN CORRt:CT LOCATION. PLUMBING DRAIN LINE& ARe NOT A
<br />&TRUCTURAL PART OF DRAWINGe AND MAY VARY IN t=IELD WITl-lOUT
<br />APPROVAL FROM t:NGINEt:R 01= RECORD.
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<br />
<br />481811
<br />
<br />FOUNDATION 4 PLUMBING PLAN
<br />
<br />1/4"
<br />
<br />-
<br />-
<br />
<br />110"
<br />
<br />,>
<br />
<br />ARKA.,.. ENGINEERINa INC.
<br />eTl<UCTURAI.. ENGINEER&
<br />
<br />RIC~AFCD L. KIPPEY P.E.
<br />FLORIDA LICENeS NUMeER ~,~~
<br />
<br />I HERe.,.. CERTIFY TI-IAT THEe!: PLANe AND ~PECIFICATION5
<br />WAe PR!;.PARl:D 8Y ME OR UNDER MY DIReCT eUPERVI610N
<br />ARE IN COMPLIANCE Wltl4 THE FLORIDA eUlLDING CODE 2001
<br />~R 110 HPI4 ( 3 eeCOND ",ueT ) WIND ZONe. w HPI4 l=feTe&r
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<br />LIVING 1331
<br />~r,:l':RA~E ~~,2,3
<br />ENrrF<Y tb2
<br />
<br />TOTAL
<br />
<br />1832
<br />
<br />FG
<br />:3 OF ~
<br />
<br />ARKA'Y .. 73~('(
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