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<br />r.., <br />.' "":.'~I!i <br />.'I~;~! <br />!L..:::!i~ ' <br /> <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 <br /> <br />I':.~/ <br /> <br />f.D <br />" <br /> <br />.... <br />.... <br /> <br />~ <br />IS) ~ <br />~ IS) <br />M M <br />M ~ <br />~ l1. <br />i2 " <br />o " <br />..J 0 <br />l1. N <br />~ ~ <br />~ IS) <br />o N <br />I.LI IS) <br />C M <br />< I.LI <br />C 0 <br />LL <br />l1. <br />o <br /> <br />a" >< a" x 16" KNOCK our BLOCK <br />TOP COAReE WIT~ 1 1t5 HCRIZONT AL <br />REBAR TIED TO ALL YERTlCAL ROD~ <br /> <br />~~/ <br />;~- <br /> <br />(J) <br />Z <br />~ <br />u; <br />I.LJ <br />C <br />..J <br />< <br />- <br />o <br />(t <br />I.LJ <br />~ <br />~ <br />o <br />o <br />a.s <br />..J <br />< <br />- <br />.... <br />Z <br />I.LI <br />a <br />u; <br />I.LI <br />(t <br /> <br />~~lZONT AL LINTEL 1t5 RE6AR <br /> <br /> <br />1< 2~. >t <br /> <br />. <br />o <br />z <br />- <br />~ <br />z .... <br />~ (t <br />~ 5 <br />C 0 <br />Z >- <br />~ ~ <br />~ ~ <br />~ ~ <br />~ ~ <br />Z M <br />~ <br /> <br />I <br /> <br /> <br />I <br /> <br />a" PRECA~T LINTEL BLOCK <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 <br /> <br />~~/ <br />~~ <br /> <br />~~ <br />~~m~ <br /> <br />~ N. · <br />u:~~J <br />~ - 3 <br />~ j~~:j <br />-I ]~i-~ <br />~ ~LL~~ <br />- LL <br /> <br />It~ L <br />~ Iii ~ ;; uJ <br />W ~ I -. <br />~ ~ ~~ ~ f <br /><{ :fJ;9~ <br />cj)~LL-J <br />. t.O '0 <br />iid <br /> <br />I <br /> <br />a" x a" x 16" KNOCK OUT BLOCK <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 - - <br />/ / 12" <br />/ <br />--------_/ <br /> <br /> <br /> <br /> <br /> <br />o <br /> <br />o <br /> <br />I-.~ ~EBAR <br />ON CHA/f~e <br /> <br />1-4tS REeAR <br />ON CHAIR& <br /> <br />/2" <br /> <br />an <br /> <br />12ft <br /> <br />~ <br /> <br /><>Ic <br /> <br />4~' 4" <br /> <br />1 <br /> <br />~ <br />). <br />o <br />~ <br /><{ <br /> <br />I <br /> <br />II' 411 <br /> <br />3S' 0" <br /> <br />.;..{\ <br />...) <br /> <br />1>5 vERTICAL ROO& FROM <br />FOOT1NG& TO 60ND 8EAM <br />A60VE <br /> <br />NON LOAD BEARING GARAGE FOOTING <br /> <br />NON LOAD 6eARINa aARAGE FOOTINa WIT~ AF'fOLIANCE BUFFER <br /> <br />'~ <br />-.J <br /> <br />8' 0" <br /> <br />~, <br />- " <br />----- ~ <br />~ <br /> <br />~' 0" <br /> <br />8' ~" <br /> <br /> <br />1 <br /> <br />I <br /> <br /> <br />1 e~ E6RJ <br /> <br />"./\ <br />'..J <br /> <br />f <br /> <br /> <br />~ <br /> <br />- . <br /> <br />HC~E <br />8,8 <br />I <br /> <br />"'~-,. " <br /> <br />-- <br />'.J <br />z~ <br /> <br />ri <br />..; <br /> <br />\ -..:- <br />I~:\ <br />~~ <br />~ <br /> <br />l!! <br /><{ <br />Q <br /> <br />. <br />r <br />I <br /> <br />S' 811 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />s <br /> <br />t <br /> <br />t <br /> <br />G) <br />N <br /> <br /> <br />~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --, <br /> <br />I <br />I <br />I () <br />I ~ <br />I <br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> 't <br />I - <br />. c/) <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />- - r I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br /> <br /> <br />. <br /> <br />~o'-- - -~- <br />'0 - <br />I, ci) <br />I UJ fER <br />HeATER <br />I <br /> <br />. <br /> <br />. <br /> <br />~ <br /><t <br />a <br />~ <br />~ <br />~ <br /> <br /> <br /> <br />------, <br />, <br />, <br />'--- <br /> <br />~ <br />-10 <br /> <br />81 <br /> <br />1 In" v. T.R. <br /> <br />.4" BUfFER & rEF' <br /> <br />B <br /> <br />2OX20 <br />RAG. <br /> <br />() <br />o <br /> <br /> <br />~ <br />() <br />(l <br />ti <br />z <br /> <br />,~CFM <br />12X6Xl <br /> <br />.1 <br />I <br />I <br /> <br />l1\ <br /> <br />~ <br />() <br />~ <br />~ <br />Q <br /> <br />r-- <br />I <br /> <br />fI <br /> <br />I <br /> <br />@$ <br /> <br />.. <br />>- <br />(Q <br />I <br /> <br />II' 811 <br /> <br />W-<( <br />Un <br />m- <br />QIk: <br />-Q <br />d)--1 <br />WLL <br />Ik: "- <br />d) <br />ttj <br />a~ <br />z>- <br />-:t <br />8~ <br /> <br />, <br />, <br />, <br />, <br />, <br />I <br />I <br />, <br />, <br />I <br />, <br />I <br />, <br />I <br />I <br />I <br />, <br />I <br />, <br />, <br />, <br />I <br />I <br />, <br />I <br />I <br />, <br />, <br />I <br />, <br />, <br />, <br />, <br />I <br />I <br />, <br />I <br />, <br />, <br />, <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-------------------------------------------------- <br /> <br /> . <br /> ~ -1 <br /> <0 <br /> ci) ~ <br /> 't N <br /> ~ . <br /> I <br /> HC6E I <br /> 8:8 <br /> I I <br /> .1 <br /> I <br />l2X6Xl I <br />ISO CFM :: <br /> ~ <br /> -10 I <br /> I <br /> <br />~ <br /> <br />---- -- ------, <br /> <br />\ I <br />\ I <br />\ ~, <br />\ =~ <br />o <br />~ <br />~ <br />" j \ <br />I ~ \ <br />\ <br /> <br />NON LOAD 8EARING <br />MONO FOOflNG &TEP <br />IN e.LAe 6EJ! DI!T AIL <br /> <br />~ <br /> <br />" <br /> <br />-..,' ~ <br />~ ~ <br />~ ! <br />~ ~ <br />~ ~ <br /> <br />~ <br /> <br />~ ~ <br />8 \3 <br />~ I <br />~ \l <br />~ <br /> <br />~ <br />~ <br />~ <br />~~ <br />~~ <br />ffi~ <br />~m <br />ID~ <br />~~ <br />~~ <br />~ <br /> <br />~ <br />~ <br /> <br /> <br />m <br />~ <br />:t <br /><0 <br />. lQ <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />I ~ <br />I 't <br />J <br />. <br /> <br />GARAG! FLOOR MiNIMUM <br />.4 I eaow HOU6! FLOOR <br /> <br />3" V.T.R. <br /> <br /> <br />IOXIOXl <br />'so CFM <br /> <br />, <br />, <br />I <br />, <br />. <br />1______ <br /> <br /> <br />i1 <br />.1 <br />I <br />I <br />I <br />L <br />. <br /> <br />'t <br /> <br />: 9.." _~~~_41i 'p"QQEl.. · <br /> <br />. <br /> <br />. <br /> <br />DeL 2&eH <br /> <br />I' 4t <br /> <br />l <br /> <br /> <br />,. <br /> <br />1 <br /> <br /> <br />12' 4" <br /> <br />8' 10" <br /> <br />'t <br />10 <br /> <br />I <br />, <br />, <br />, <br />I <br />I <br />, <br />I <br />, <br />, <br />, <br />I <br />, <br />, <br /> <br />I._--~--------~ <br /> <br />aX4X.4 <br />so CFM <br /> <br />. <br /> <br />. <br /> <br />1 <br /> <br />2:' 6H E6~E% <br />J <br /> <br /> <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 /> <br />m .. <br />~~ <br />ij~ <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 />