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<br />LINTEL LOAD CHART ( I~II OEEP 8eCTION )
<br />CLeAR 6PAN CONCRETE U LINTa "POWER. & fEEL. "POWER. &fEE1.
<br /> 60X UNTS.
<br />" - 6. -4~1 P\.F ( UNFILLEO ) 1010 P\.F L-2 ~PLF
<br />2' - 2" 3-4~ PU: ( UNFILLED ) t.626 PU: L-2 6&30 PLF
<br />2' - S" rrn P\.F ( UNFILLED ) S~ PLF L-2 !>M~ PLF
<br />3' - 2" 2332 P\.F ( UNFILLED ) .4SOS PLF L-2 4613 PLF
<br />.4' - O. 1S~ PLF ( UNFILLED ) *>~ PLF L-2 36~~ PLF
<br />.4' - 6. 162-4 PU: ( UNFILLED ) 311>4 PLF L-2 328& PLF
<br />S' _ 2" m~ PLF .. 21-46 PLF L-2 .. 2e6-4 PLF ..
<br />6' - 2" 2211 PLF .. ~ PLF L-2 .. 2400 PLF ..
<br />l' _ 0" 1~1 PLF .. 202S PLF L-2 .. 211-4 PLF ..
<br />S' - O. rn3 PLF .. 116& PLF L-2 .. 2213 PLF ..
<br />~' - 2" 1.4S~ PLF H l~ PLF L-2 .. ~ PLF ..
<br />10' - 0" l~ PLF H 1-41-4 PLF L-2 .. 1S~ PLF ..
<br />10' - S" '111 PLF .. 13:2S PLF 1.-2 .. nlO PLF ..
<br />II' - l' !:300 PLF .. l230 PLF L-2 H 16~ PLF ..
<br />1').' - 0" 1~ PLF .. 1118 PLF 1.-2 H ISIS PLF H
<br />1').' - S" 1044 PLF H 1116 PLF L-2 H 1.436 PLF ..
<br />13' - .." 13~ PLF H P 13&1 PLF 1.-2 .. eL - I 136.4 PLF H
<br />\.4' - 0" 1311 PLF .. P 1321 PLF L-2 .. eL - I ~~ PLF ..
<br />16' - 0" I,S2 PLF .. P 1O.4S PLF L.2 H e.t. - I 1131 PLF ..
<br />18' - 0" 1016 PLF .. P S28 PLF 1.-2 .. et. - I ~ PLF ..
<br />18' - s" ~Tl PU: .. P l1() PLF L-2 .. et. - I S~3 PLF H
<br />20' . 0" S16 PLF .. P 6~ PLF L-2 H et. - 1 1&.4 PLF ..
<br />12' - s" 1S~ PLF .. P S23 PLF 1.-2 .. e.t. - I 606 PI.F ..
<br />
<br />a" x a" x 16" KNOCK our BLOCK
<br />rop COAR~E WIT~ I Its HCRIZONT AL
<br />, REeAR TIEO TO ALL YERTICAL ROD6
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<br />TOP COAReE WIT~ 1 1t5 HCRIZONT AL
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<br />OYER ALL OPENING~. I EAC~
<br />Its REBAR IN THi~ COAR~E WHEN
<br />~PAN OF LINTEL OYER 5'2"
<br />
<br />60X 5TEEL LINTEL5 OYER ALL WINDOW
<br />AND DOOR CPENING5, NO'S REBAR
<br />REQUIRED ON BEAM5 UP TO 24'0"
<br />WIT~ NO MORE THAN 606L65 PLF
<br />
<br />HOCK LAP& MINIMUM
<br />10" WITH 2 TIE&
<br />
<br />~I
<br />
<br />OPTIONAL POWER BOX LINTEL DeTAIL
<br />
<br />OPTIONAL eTANOAF<O PReCAeT oeTAIL
<br />
<br />
<br />FOOTE~ It& RE6AR
<br />
<br />11
<br />1<2&" ~
<br />RE6AR LAP DETAILe>
<br />
<br />ROO CHAIR&
<br />
<br />a" x a" x 16" KNOCK OUT BLOCK
<br />TOP COAR5E WITH 1 .& HCRIZONT AL
<br />REBAR TIED TO ALL YERTICAL ROD6
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<br />OYER POWER 5TEEL LINTEL5, UiITH
<br />I EACH .S REeAR IN TH'5 COAR5E
<br />WI-lEN 5PAN OF LINTEL 16 OVER 12'4"
<br />
<br />INT eruD WALL.
<br />P.T. PLATe ANCHORED
<br />WITH eoLTe AT 24" O.C.
<br />
<br />WAeHEJQ . OfQYEJQ 6UFFER eTEP
<br />
<br />
<br />4" CONCRETE eLAB -----..........-
<br />MIN. 2500 pel ~
<br />OVER TREATED
<br />COMPACTED FfLl.
<br />
<br />6X6 10110 IJ.l.UM
<br />(OR EGUAU
<br />
<br />.. - DENOTE6 1>5 REBAR X CONt. PLACED IN 8OTTOM COUR6E AND
<br />~6. DEEP 8EAM POURED e.QLiD WlTl4 :2500 P&I CONCRETE.
<br />
<br />OPTIONAL POWER 5TEEL LINTEL DeTAIL
<br />
<br />MIN. ~600 P51
<br />OVER TREATED
<br />COMPACTED FILL
<br />
<br />6><6 10/10 lIJjJM
<br />(OR EQUAU
<br />
<br />.. P - DENOTE6 PRE &TRE6&ED U LINTS. WITl4 "50 REBAR X CONT.
<br />PLACED iN 6OTTOM COUR6E . 16" Dee:> 8EAM POURED e.QLiO
<br />WlTl4 :2SOO P61 CONCRETE
<br />
<br />
<br />.. 6 - DENOfE& iN 8OTTOM co...R6E . (6) - S I '6" &MOOT14 6T1RR\.iP6
<br />AT s" OC At EAO-I END IN A 16" Dee:> 8EAM POURED e.QLID
<br />UJlTl4 ~ P&1 CONCRETE
<br />
<br />4" r - -
<br />/ / 12"
<br />/
<br />--------_/
<br />
<br />4" CONCRETE 5LA8
<br />
<br />4" r - -
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<br />LIVING
<br />GARAGE
<br />ENTRY
<br />
<br />IOOg
<br />21.3
<br />24
<br />
<br />8' 4"
<br />
<br />2~' 411
<br />
<br />20' 0"
<br />
<br />1
<br />
<br />= 11011
<br />
<br />1/411
<br />
<br />MECI-iANICAL PLAN
<br />
<br />4~' 4"
<br />
<br />TOTAL
<br />
<br />1.30~
<br />
<br />ARKA EN~jNEERING INC.
<br />&T ' niNlr.R&
<br />
<br />
<br />;fj~, ~1hltS
<br />
<br />RIOW<D L ""00r..~~ I
<br />FLORIDA UCEN6e NUM~ER 3~
<br />
<br />I HERBY CERflFY Tl~Ar -rJ4E6a PLAN~ AND OPECIFlCAtION&
<br />UJA& PREPARED BY f-T! OR ~ND!R t-1Y O;RECT eupERVl610N
<br />ARI! IN COMPLIANCE IJ.m.j 'fHf! Fl.Ci<IO.4 elJlLDlNG COOl! 2001
<br />FOR 110 MPH ( :) 6ECONO CiI~T ) IiJ:NO ZONe - ~ MPH FA&TE&T
<br />t.PEEP
<br />
<br />FOUNDATION 4 PLUMBING PLAN 1/411
<br />
<br />1'0"
<br />
<br />MECHANICAl. CONTRACTOR TO PROYIP& A RE!1'URN AIR
<br />GRILl. FO~ ALl. ROOM& TJ.fAT l-!AYI! A UNeAL.ANCED Al~
<br />FLOW PER ".H.C. 601.4 OR UNPER CUT OOOR&
<br />
<br />-
<br />-
<br />
<br />
<br />ALL FIXTURe LOCATION& MU&T BE YERIFiEO FROM FLOOR PLAN
<br />AND 16 THE RE6PON&IB!LITY OF PI.UMBING CONTRACTOR TO PLACE
<br />FIXTURE& IN CORR.ECT LOCATION. PLUMBING DRAIN LAYOUT WILL BE
<br />DETERMINED IN FIELD ey CONTRACTOR.
<br />
<br />PG
<br />2 OF 4
<br />
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<br />
<br />Tl-lJE CLIS(!' UNPER&TANPO, mAT Tl48 OE&1GNI5R CAARIE6 NO LlAe!IJTY lNeURANCI ANP ~~RII
<br />AC.REE& TO ~ HARI'1U6&. 1Ofi1N:N, ANP 0EffiNP oe6~ ~ AU. CLAJH6. lO66E6 ANP
<br />EXPEN6E& (INCLUOIN<i RI!A&o~ ATtORNaY' FEE&) AAJ&m OUf OF' OA ~&u"'T(NO FROM THS
<br />!='RO-ECf. T'HfI DE&~ WtlL IN &000 ,AltH ..uTS-'tPr TO ~OVIO. ~OA FRS C:<::>N&TR\JCTION
<br />DI'VoWINU&. elJT IN l1-IJlI iVENT ~OR& oc..c:uA Tl4iJ DE6IGNER WIlL. NOT ~ LIAeI.j FOR coaT OF'
<br />REPAiR& OA Da...AY TO Tl411 CCN&TR\JCTION
<br />
<br />AIQKA Y · ""00
<br />
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