Laserfiche WebLink
<br /> <br /> <br /> <br /> <br />,~.~ , <br /> <br /> <br /> <br />. <br /> <br /> <br />,~ ~ ~ ,.' <br />82' " <br />~3: <br />, 38 <br />ffi~~ <br />~~~ <br /> <br /> <br /> <br /> <br /> <br />\6' 6G\AURl! aLOCK COlUMN WITH <br />(1)"'5 ReaA~ POURED IN EACI-l <br />cal. FROM PAO BELOUJ <br /> <br />L <br /> <br />12' )( 32" >< 32' F'AO wlm <br />.3 EACH ~ ReaA~ EACI-l <br />DIRECTIOl-l TIED TO VERTiCAl. <br />Rooa IN COLUMN <br /> <br />L <br /> <br />" <br /> <br />" ~. <br /> <br />.. <br /> <br />, , ~.", <br /> <br /> <br /> I <br /> , <br /> I <br /> I <br /> , <br /> I I <br /> I <br /> I <br /> 1 <br /> , <br /> 1 <br /> I <br /> I <br /> I <br /> I <br /> , <br /> , <br /> , <br /> I <br /> I <br /> I <br /> I <br /> I <br /> ()t I <br /> 8 I <br /> 1 <br /> I <br /> a , <br /> w , <br /> I <br /> ~ , <br /> I "0 <br /> I ," <br /> I <br /> ~ , -~ <br /> , <br /> () I <br /> I <br /> i- 1 <br /> I <br /> X I <br /> . I <br /> 0 I <br />'. I <br /> -~ I <br /> I <br /> , <br /> , Il' 10",' <br /> I <br /> <br />-~--_.-------------, <br /> <br />I <br />, <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />, <br />, <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />, <br />, . <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />1 <br />, <br />, <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />, <br />I <br />, <br />, <br />I <br />I <br />, <br />I <br />I <br />\ <br />, <br /> <br />() <br /> <br /> <br />e.e:e UJOOO SEAM <br />TO BLOCK oaT All. <br /> <br />MRAP ALL tRUS6E~ TO WOOD, <br />BEAM U6IN<iI I EAC4 e,IMP50N <br />1-110 CLIP PER TRiJe,~ <br /> <br /> <br />1;;' 211 <br /> <br /> <br />82' 4/1 <br /> <br />II' ~/I <br /> <br />9' 10" <br /> <br />-<.\ < <br /> <br />11' 2/1 <br /> <br />'1 t:, <br /> <br /> <br /> <br />.' .~ . 1 <br /> <br /><<'1 ,:,' ~~ <br /> <br />, <br />I = <br />:0 <br />,- <br />, - <br />,N <br />I <br />I <br />, <br /> <br /> <br /> <br />, 8' 0" <br /> <br />A dl'l~M~,u" ,~.,. _ H __ _ _ __ _ _ _ _ ___ _ _ _ _ _ _ _~d'L___'__ _ __, _ _ _, __ _ _ _ __ _, -121 -$t.l-=O"- u - - - - - - - - - -_ - _ - __ ___ f- - --- _ _ _ -- - - -- _ _ _ _ _ - _ u f __I <br />~wrL ~~--------~on------------------------------z~~-- ~~~Mr , <br /> <br /> <br /> <br /> <br />------------------------.------------~----------.__._-_._-.._.__._-.--------~------_.----------- <br /> <br />~ <br /> <br /> <br />1-----., <br />I I <br />1 <br />I , <br />1------1 <br />I---~ <br />"DloH <br />l1IAoH <br /> <br />----------------------------------------j <br /> <br /> <br />. <br /> <br /> <br /> <br /> ~ <br /> - <br /> Q <br /> .,....- <br /> ua <br /> = <br /> ~ <br /> ~ <br /> "'" <br /> Z wW <br /> z~~ <br /> ~ <br /> J ~O~ <br /> ;';;':3 <br /> [L ~~~ <br /> 9tj <br /> ~ u.g~ <br /> ~z~ <br /> Z <br /> 6l8~ <br /> - <br />~ ro ,,~ <br />-Zg)~ <br />-11') l!.-;c <br />-Ill <br />11') r: ~~~o <br /> :J ll!1t;i~ <br /> ~ !OU.O <br /> ~O-z <br /> [l ~~~3 <br /> ~d9~ <br /> zIQ <br /> ~ Q~O~ <br /> ~()~ <br /> Z gltQlU: <br /> .Jlfl8~ <br /> () ~l!l~@ <br /> === ~ ~~.~ <br /> ~ <br /> ~ ~H~ <br /> Q <br /> z <br /> :] <br /> 0 <br /> D..L <br /> <br /> <br /> <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />, <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br /> <br />----_____1 <br /> <br />~ <br /> <br />I <br />1 <br />, <br />I <br />I <br />I <br /> <br />~ <br />~ <br />I <br />, <br />I <br />, <br />I:: <br />'0 <br />, - <br />'. <br />'N <br />I <br /> <br />to <br />N <br /> <br /> <br />~ <br />~ ~ 3 <br />e~1~ <br />· llt 'J <br />~ lJ '~ ~ <br />X ;Z '! m <br />b8'3lll <br /> <br /> <br />I <br />, <br />I <br />, <br />I <br />I <br />I <br />1 <br />I <br />, <br />I <br />I <br />I <br />, <br />I <br /> <br />: 0 <br />~ -at: <br />~ <br />I <br />I <br />I- <br />I <br />I <br />I <br /> <br />1 c <br />~ rr- <br /> <br />I <br />: -=-~ <br />:0 <br />, - <br />I N <br />-L-_ <br />I <br />_I <br /> <br />I <br />I <br />, <br />, <br />I:: <br />:~ <br /> <br />, - <br />'''t <br />I <br />I <br />.' <br />1 <br /> <br />1 <br />I <br />I <br />, <br />, <br />I <br />, <br />I <br />I <br />, <br />I <br />I <br />, <br />I <br />, <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />t <br />, <br />, <br />I <br />t <br /> <br />~----~------------_.__._--------------------------------------------------~------------------------~------------_.__._---------_._--------------------~------, <br /> <br />.;\ - <br /> <br /> <br /> <br /> <br /> <br />- -- - - T ~~:~: - - -, T26 ~t.l ~~ -I~': - - - - - T - - - P8b-~ - - - --l' - ,- - - - -a; 0';" - -, - -l- - -.. - - --I <br /> <br />IS' 411 <br /> <br /> <br />~81 411 <br /> <br />82' 4" <br /> <br />I< 2~"~ <br /> <br />l-lORIZONT Al. LINtEl. ~5 REBAR -- <br /> <br /> <br /> <br />''''f <br />"," . <br />'., -~ <br />.~.'.j. ' '. ;. <br />, ~ ! ,! ". <br />-', ' ~ < <br /> <br />~ <br /> <br />1 <br /> <br />!-lOOK LAPo MINIMUM <br />10" WTI-l 2 TIEo <br /> <br />/l FOOTER <:>5 REBAR <br /> <br /> <br />1f, <br />1< 25' >i <br />REBAR LAP DET AILe <br /> <br />ROD Cl-lAIRo <br /> <br />,/ <br />.t <br /> <br />. i <br />1 <br /> <br />~ "'......' <br /> <br /> <br />I-lEIGHT MAY VARY <br /> <br />~ <br /> <br />HOUe,E FLOOR <br /> <br /> <br />f <br /> <br />o <br /> <br />o <br /> <br />GARAGE FLOOR <br /> <br />1~" ~QUA~e eL.OCK COLUMN DETAIl. <br /> <br />THE CLIENT UNOEReTANDe, TI-fAT THE DEe.IGNER CARRIEa NO L.IABI!.ITY IN&lRANCe ANO TH~EF'ORe <br />A<j,REE~ TO !-!OLD ~LE6~, IDeMNIFY, AND DEFEND DE6'<ilN~ mOM ALl. ClAli'16, L.O~Ea t.ND <br />EX?EN~:=a (INCLUOINCt ~!!AMNABLE ATTORNEY FEE6) ARI2>INCt OUT OF Of"'! RE6UI.. TINCt mOM THe <br />PROJECT. THe OE6GNEf"'! WILl. IN GOOD FAITH ATTEMPT TO PROVIDe ER~OR F~!:e CONerRUCTION <br />DRAWIN<il6, auT IN Tl-le EVENT ERR0I"'!6 OC~ TI-IE DE61CoNEI"'! WILl- NOT as LIABLE !=OR coaT OF <br />". REPAIR5 OR DaAY TO TI4E CONe.rRUCTlON <br /> <br />TYPICAL a" x lib" FOOTING <br />WITH 2 EACH <1:) RE6AR <br />ON C~AIRe. I EACH <1:) <br />vERTICAL. AT MAXIMUM <br />a'o" OC, <br /> <br />'>. '; <br /> <br /> <br />HEIGHT MAY vARY <br /> <br />5TEIM WAL.L GARAGE eTEP DETAIL. <br /> <br />i <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />.. <br /> <br />8" >< a" >< 16" KNOCK OUT BLOCK <br />TOP COAR5E WITH 1 t:>5 HORIZONTAL <br />RE:6AR TIED TO ALL VERTICAL RODe <br /> <br />~~ <br /> <br />::. , , " ,,;,;,,::,; :~,; eox ~iEEL L1NTEL~ OYER ALL WINDOW <br />AND DOOR OPENING5, NO ~s REBAR <br />REQUIRED ON BEAM5 UP TO 24'0" <br />WITH NO MORE Tl-fAN ~O~LB5 PLF <br /> <br /> <br />OPTIONAL POWER SOX LINTEL DETAIL <br /> <br />ell >< el' >< 1~t1 KNOCK OUT BLOCK <br />TOP COARSE WITH I ~s HORIZONTAl.. <br />RE6AR TIED TO ALL VERTICAL RODe <br /> <br />~ :'.~ J <br /> <br />,~o~. <br />.' . e'I >< e" >< !~II KNOCK OUT BLOCK <br />OVER POWER 5iEEL LINTEL5, WITH <br />I EACH l)S REaAR IN THI5 COAR5E <br />WI-IEN 8?AN OF LINTEL 18 OVER 12'4" <br /> <br /> <br />OPTIONAL POWER ereeL LINTEL DETAIL <br /> <br />ell >< a" >< l~" KNOCK OUT BLOCK <br />TOP COAR5E WITH I its HORIZONTAL <br />RE6AR TIED TO ALL VERTICAL RODe <br /> <br />~/ <br /> <br /> <br />. ' . <br />'A() <br />. . <br /> <br /> <br />~- <br /> <br /> <br />e" PRECAeT LINTEL BLOCK <br />OVER ALL OPENING5. I EACH <br />os REBAR IN TH!5 COAR5E WHEN <br />8PAN OF LINTEL OVER S'2" <br /> <br />OPTIONAL €>r ANDARD PRECA5T DeTAIL <br /> <br />I <br />f <br />, <br />, <br />, <br />_I <br />, <br />I <br />1- <br /> <br />:0 <br /> <br />, - <br />:'<t <br />I <br />I <br />, <br />t <br />I <br />I <br />, <br />, - <br />:to <br /> <br />I ~ <br />l'<t <br />I <br />, <br />, <br /> <br />, <br />I <br />, <br />, <br />I I <br />l._l_ <br />I <br />I <br />, <br />1 <br />I <br />= , <br /> <br />~'t ~ i <br />:t t <br />I <br />>-fj~: <br />~ ill I <br />mill: <br />I <br />t <br />I <br />, <br />I <br />I <br /> <br />G) <br />~ <br /> <br /> <br />, <br />[)d\~ : <br />" <.1 ~- , <br />~ P-::t d I <br />X l~ SJ U1 : <br />. L U1 l' <br />~ C! C1l , <br />0"'<1 , <br />Xz I <br />= 0 Em _ l_ <br />~lJ3iil I I <br />-------____1-_ <br />I <br /> <br />, <br />I <br />I <br />I <br />I:: <br />:0 <br /> <br />I _ <br />:'<t <br />, <br />-, <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />~l <br /> <br />() <br />~ <br /> <br />4' 011 <br />8' 011 <br /> <br />~' 011 <br /> <br />'< <br />'. <br /> <br />L.INr~, LOAD C~ART ( !~ II D~P e~Ci'ON ) <br />CLeA~ €>PAN CONc~eTe U LINTEL "POWER" arEa "POWER" €>TEEL <br />sox L.INTEL <br />1'.. ~" 4<: 31 PLF ( UNFIL.LED ) 1010 PLr: 1..-2 ~elbs F'LF <br />2' - 2" 34,)& F'LF ( UNFILLED) .p~2~ PLF 1..-2 ~e30 r>L.F <br />2' - e" 2m PLF ( UNFIL.LED ) &&S~ PLF L-2 ~49 PI.F <br />3' - 2" 23.n PLF ( UNFILLED ) 4508 IOU: 1.-2 4~'3 PLF <br />4' - 0" 183~ PLF ( UNFILLED ) ~&.3& PLF 1..-2 3699 PLF <br />4' - t&" 1~24 PLF ( UNFILLED ) 31!M PLF 1.-:2 3288 PLF <br />&' - 2" 213'3 PLF .. rt~ PI..F 1.-2 0'0 2alb4 PLF .. <br />~' - 2" 22"11 PLF .0 ~ PU= L~2 .0 2400 PL.F .0 <br />,'.. 0" I~B1 PLI= .0 202& r>LF L-2 Of 2114 PLF Of <br />8' - 0" 1123 F'I..F co 1100 PLF lA .0 2213 PL:: .. <br />~' - 2. 14€-~ PLF .0 194& F'L.I= 1.-2 Of IS84 PLF .. <br />10' ~ 0" 13~ ~ PLF Of 1414 PW= 1...2 Of Ie 1~ PI..F .. <br />10' - 13" 121 ' PLF .0 132& PLF L-2 .. 1110 PLF .. <br />II' - 2" 12C~ PLF Of 1230 PLF 1..-2 Of 1.p29 PLF .. <br />12' - 0" 1t0 ~ PI..F Of 11113 PLF L-2 .. 191& PLF Of <br />12' .. 13" 10/4 PLF Of III~ PLF lA co 143{) PLF Of <br />13' - 4" 139:> PI..F .. P 1381 PL:: L-2 Of aL - 1 13~4 PLF .. <br />14' - 0" 13:r F'LF .. P 1321 PL.F lA .. al. ~ 1 12S9 PLF .. <br />l~' - 0" 11&2 PLF .. P 1048 PLI= 1...2 .. al.. - 1 1131 PLF .. <br />Ie' - 0" 1016 PLI= .0 P 828 PLF L-2 00 aL . 1 9tbO PLF Of <br />18' - a" 9T1 PLF'" P 110 PLF L-2 .. aL. - 1 893 PL.F .. <br />20' . 0" 816 PL.F .. F 6~ PLF L-2 .. aL. - 1 184 PLI= .. <br />;22' - e. 18S PLF .0 P &23 PLF 1..-2 .0 eL - 1 ~Ib PLF" <br /> <br /> <br />.. - OENOTEe ~ REeAR X CONi. Pl..ACED IN OOTTOM CDUR€>E AND <br />16u DEEP SEAM POURED eoI..lD WITH 2&00 r>al CONCRETE. <br /> <br />.. P - DENOTEa PRe €>TRE€>aED U LINTEL WITI-4 0& REeAR X CONi. <br />PLACE!') IN eoTTOM COURae 4 I~" DEEP BEAM POU~1:D OOLIO <br />Win" 2&00 pel CONCRetE <br /> <br />.. a - DENOTE~ IN BOTTOM COUR€>!! 4 (~) - !) 11~" €>MOOTI--l €>TIRRUP€> <br />AT e" OC AT EAC~ END IN A 1611 DEEP BEAM POURED OOLlo <br />WITH 2&00 P€>I CONCRETE <br /> <br />ARKAY ENGINEERING INC. <br />&Tr<UC1tlRAI. ENGINEERG <br />. <br /> <br />RICI-lARD L. KIDOEY P.E. <br />FLORIDA L.ICEN5E NUM8ER 3m~ <br /> <br />II4ERey CERTIFY THAT THEeE PLANe AND 5PECIFICArlONG <br />WAG PREPARED 6'1" ME OR UNDER MY DIRECT OOpmVIGION <br />AF<e IN COMPL.IANCE LUITI-l 1141: Fl..ORIDA sun.DING CODE 2001 <br />FOR 1i0 MPH ( 3 GeCOND GUST) WIND ZONE - <!IO MPI-f FAGTEGT <br />GPEED ' <br /> <br />~ '.>: ,; <br /> <br />f'," <br /> <br /> <br />,~, <br /> <br />€.I) <br />~ <br />..... <br />..... <br /> <br />~ <br />U IS) UQ <br />~ (\j N <br />==- LO ij) <br />~t:gj; <br />00 ::J .( lb <br />WOn <br />c 0 r2 ~ <br />z >- 0 ~ <br />F\ It .J R"\ <br />V ~ fJ... N <br />~~~~ <br />~ ~ 0 ~ <br />~ 00 W m <br />C fJ) [) (f') <br />~('}<w <br />c 0 <br />Cd <br />IJ.. <br />l!.. <br />o <br /> <br />tg) <br />~ <br />l? <br />=- <br />fJ) <br />w <br />c <br />cd <br />< <br />U <br />~ <br />~ <br />~ <br />~ <br />o <br />u <br />(ij <br />oJ <br />~ <br />f: <br />~ <br />w <br />o <br />Wi <br />!Y <br />~ <br /> <br />}(:.u...=-:}...I!.:r.!:.'"ts;fU'~;Jn.::,[fJo':ll.f';hJl:!ir':!i',j[_;;:"!~ 1J1J".J~..J !o. <br /> <br /> <br />I <br />~~ <br />8 ~r <br />~~ffi!1'l <br />((l ('a 0 0 <br />-~t:~ <br />M..-Oc <br />. ~~i~ <br />~ ~~~:J <br /><=>.... ~ OlllJ <br />""' ~ ~L 1:) <br />~b jn&~~ <br />m~N ~~ <br />~~! <br />- ~.... ! <br />,-,_:J ;j D <br />z(ij ~ ~w <br />un.a z ~ ~ <br />~ ~ ~ ~~ ~ <br />~ \\l) ~~~ ~ <br />~ :IJ;oQ <br /><rl~@.!.-A <br />:l ~1) <br />RI!~ <br />iR 9.~ ~ <br /> <br />.l\~ <br />~ <br />Q <br />z <br />0 <br />as <br />~ <br />G! <br /> 1 <br /> ~ ~ I <br /> r, <br /> N ~ <br /> <,) N <br /> .. 0 <br /> ~ ~ I: <br /> Q . <br /> ~ 0 <br /> ~ z <br /> ~ ~ <br /> OJ 0 <br /> ~' <br /> l!M <br /> 1: w <br /> (()) <br /> ~ <br /> :rc <br /> u4( <br /> " <br /> Z J m ~ <br /> () ~ i <br /> ,1 <br /> ===> I <br /> = > OJ <br /> J , <br /> j <br /> ~ ~ (\) I <br /> ~ j <br /> ~ ::i I: I <br /> ~ 'A <br /> ~ ~ 1 <br /> I: 0 ~ <br /> ~ -j <br /> m <br /> tfi == <br /> 0 :> i'l <br /> ~ J <br /> = <br /> 0 ~ <br /> \!J) <br /> <br /> <br /> <br />llVINGJ <br />~A~AG~ <br />PORC~ <br />8TO~AG3E <br /> <br />f63~ <br />42~ <br />248 <br />a1 <br /> <br />TOTAL <br /> <br />23~' <br /> <br />. I' . " ~, ..:t <br /> <br />PG <br />~ OF ~ <br /> <br />A~{<A y 0 5tfql <br /> <br />r. .1,'. ~; <br />