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<br />;- t ;-, '5-" ~:..-:c:, 'SAL~ VA;(, :2.~ <br /> <br />~" t. 2" SX"7"RLSiC"t <br /> <br />~ POST SIZE DETERMINED BY <br />I ~ ENGiNEERING TABLES <br /> <br /> <br />, __:14" DINJETE~ -HRU-80L TS <br />f~!~ .f'/ <br />~ J ]: r--~ <br />\ Ii . ~- ';11 <br />~.] "/ <br /> <br />~. <br /> <br />ANCHOR AL'~l,4,NI,,'.4 FRAME TO WAlL <br />CR SL;3 \V1Tr-l1/4," x ,2,1,rr 'MSCNRY <br />A.NCi-"CR 'Nl7'....IN 0- CF ?~ST AND 24" <br />:N :::~7E~ l"AXi~I...'~ <br /> <br />ANCHOR 1".2".0044" PLATE TO <br />CONCRETE WITH 114'.2-112" CONCRETE <br />ANCHORS WITHIN 5" OF EAC:~ SIDE OF <br />EACH P0ST M 24" 'J.C ,1M:,( OR "HRCUGH <br />""';GLE A, 24' 'J C. VAX. <br /> <br />OPTIONAL CO.NCRETE CAP alOCK <br />OR BRICK <br /> <br />~" <br /> <br />c") iU 3.AR AT :CR';ERS AND 'C'-:)" <br />~~ CE~iE~ FIL:'" Gc~;"S ;.,.",0 ~~fC;::-< ::... - <br />BLOC:< TC? ';OCRSE .vI,,.; :OC-J ?SI <br />?EA '<OCK CCNCRETE <br /> <br />< <br />~ <br /> <br />"',.-:..4 ~AR ::....i:"'(L..::...;S <br /> <br />::;.153C~ r:CC-:-',NG::R \~C~::;.., T:--:iC <br />F '~S""C':...,-:~'C :'.....~\3 S_'S::::: ::== '.':--=: <br /> <br />, :.::J::.AR::~ ~J::40 ~;;S <br /> <br />'co <br /> <br />.l,,"~ 2,"--:'- :::'.'=.~ <br /> <br />lAir...... J- ~'2' SL;.3 250J ? S.1. ,::,~C;;-~iE <br />5.( '3. '0 x ',O..'VE~::~J \\'iRE \-AES~ GR <br />FISER 'JESH CONCRETE <br /> <br />VAPCrt 3AR.R,E~ \..NCE~ CC~~C~~ <br /> <br />:.= :=A:~3 2:='_:'8 <br /> <br />,~/ <br /> <br />, 2" <br /> <br />K~E~ 'l/~,-_=',:C'T;~~G i=',:R SC~E=.'JEO =:"~'CL::S:_r:==3 <br /> <br />?CS-;- -;-0 ?L.ATE TO CONCRETE CETAiL <br /> <br />~~ <br /> <br />~L.._t,~:"*L.I.J 3-~,_ :-'... ~=. .=CC7:~G <br />.:~'::: ;s; ::'~':-:,~-~ 'i,~~ <br /> <br />~L'_~.l,":_'.~ ~~!_:-_~,= =,::-:-:SG <br /> <br />""",CHCR 1" x 2'.0.044" P\..A7S-0 <br />CC~<CRE-2NITH -,'4'. 2.:r2" :~NCRET2 <br />A.",C:~CRS NI7HI~ 5" OF :AC:~ S,:J~ CF <br />::ACH peS7.U 2." O.C. MAX. CR -,,'<CUGH <br />:",\G~~ ~I Z4- 'J,C t!~. <br /> <br />~ <br /> <br />r~- <br />1-'1/.- <br />~ ~! <br />,/ <br /> <br />PCSTS GREA ER 7"r'A.'1 2" . ." <br />DETE"M,'1ED BY SNG,'1EER1NG TABLES <br /> <br />2" . 2" . :/8" ANGLE: :ACH SICE <br />ATTACH -0 POST AND CONCRETE AT <br />LCAD BE.AR,NGNALL WITH (2) MI'I. <br />~'O. 1'2" S..'A.S. EACH SIDE <br /> <br />/~,~ t3:1 <br />:;;:; <br />~~ <br /> <br />:-1/8" .W'. iN CO'lCRETE <br /> <br /> <br /> ~ <br />:n z <br /> < <br />~ ?- <br />"" <br /> , <br />C ..:::: JJ <br /> h <br />"" ~ :< <br /> - <br />'./) r...n <br />2 "" <br />< :: z <br /><V ,- ~ <br /> '-' <br />'.J.. <br /> -' ;- <br />2 ,.... ., <br /> '-' <br />:::J ':.J) <br />Z /; <br />2 2 <br />-, -' <br /><: z <br /> 2 <br /> :: <br /> -I <br /> < <br />W <: <br />::; :::; <br />0... - .... <br /> ~ ., <br />....... - ~ <br />...... ~ <br />(!) ~. ... <br />~ ... <br />C ... " <br /> '.l. ~ '" <br />C :< ,.. .. <br />(!) '5 ." :t ~ <br />U) - - ~ <br /> '.lJ ., :r <br />W ~i5 ~ '2- <br />(!) i~ :;: ~ <br />f..) '.:> :; <br /> ,., <br />C '<: .... .lJ <br />i3 )( ~ <br /> <: 0 <br /> .lJ :0 <br /> --J 0 <br /> :;; il- <br /> \3 <br />,/ <br /> <br />::.;.- :..~ -, <br /> <br />::- ,== '3~C:"''',,~ <br /> <br />- <br />~ <br />I .. . . <br />~ <br /> <br />:5'J'J ::s: ::,~,:,:::== ,.,!....~ <br />;)~-3 3.A..~S '::~'l- ~,'-::....s <br />~;"RS ..~:..;. ':,':" ....:..: :.;C'. ,~JC; <br /> <br />.-,{(. =':~:;1LS!C,'t <br /> <br />,-----. <br />......L.-..4 : <br />LJ - <br /> <br />4 ~5 ~;.~ ::',- ",;.:...3 <br /> <br />RIBBON FOOTiNG TYPE 1 <br /> <br />~!BBCN r=COi:r--..G TYPE 2 <br /> <br />~IN. J... '2- S~3 2:-:~? S.l. C8~'CREIE <br />5 x 5 . 'C x . 0 NE'.:ED WIRE 'JES:~ OR <br />r::3E~ l~ESH S:NC~=:E <br /> <br />'.....~: ~ <br /> <br />~., "'1,." <br /> <br />:;"" ".~ - VAPCR BARRIER UNDE.R CC'ICRE-O: <br /> <br />. NOTE; ANGLES AS SHOWN AsaVE <br />MAY BE USED TO CONNECT <br />CHAIRRAJLS ""~D ?'JRLJNS <br /> <br />--.., 3" ,..'- <br /> <br />2'-J" 'AI~, <br />3=.=r:~= SL::?S <br /> <br />s <br /> <br />';;:.5 ~ :8~ii. <br /> <br />,~)::.5 :...:..r.C8,'4T. <br /> <br />ALTE~NATE POST TO BEAM A.ND PLATE TO CONCRETE DETAIL <br /> <br />~~=-~_.~.~----~-,~=j=~=~ <br /> <br />.~~'j /,-/,0_ <br />-~~~.:..:-~- - ~,.,- - - <br />~ ~~- - :, - - - - <br />- 3"- <br /> <br />/~v <br /> <br />.... <br /> <br />< . 4" "CST AS serERM..';ES BY <br />ENG,NEERI'IG TABLE <br /> <br />~ 3" ~ <br /> <br />A\iC;~C;~ .- x 2" x ~,~. ':)~T=-C <br />C:G~C:::~.~ ,viTH . ,4- X 2.~/4' S:~CRE;E <br />A..'\fC:....c~s NI~HI~ 3' CF =.Ac.:-1 $':= :F <br />E..o\C:~ PCSi AT 2~' J,C. ~JI...X. <br /> <br />~- <br />;' <br /> <br />TYPE I <br />FLOoT SLC?::: i "'0 FCOT:'1G <br />'J.2" "2" <br /> <br />TYP:::11 <br />~ODERA ,E SLCPE FCOTiNG <br />2"12".1'.,0' <br /> <br />7'0"=:: i 11 <br />ST,,:::" SLC?": =CC-';G <br />> ".-0" <br /> <br />I I <br />" X 2' S'(T=\LSiC" _ ~ _= = _ ~ <br /> <br />~ii " ..~" ";.i,/ <br />~ .-,..! <br />. . <br /> <br />'1C-=S <br /> <br />'40 ,=CCT:,\'G ~~'::"":RE!J EXCEPT ',V:""E.'J AC:,=t23Si."JG ~~CS:C,.~ '..","{j';" -'riE ':::''''3i~=~ <br />3S;,'A ':...=~GT:.., A,'-.jD :"';PQiGHT '~=:GHT CF -:....=. ~~c~cs!....~,~ =":-<C==SS 55'-). <br />-;.oS"",i. ...........~::.! =':C-,~G '5 ~.EC,IJ<R:::J <br /> <br />- '.-IC,~C:":-:-~'C SL.~3S ~>il:: =,::::::T,~~G3 3.....:..:..._ =:: \~:...., 2,::: ~Sl ::,c:=,~ t,;-~ :;.l~'::X': <br />,v=:..:=;.v)~= v=.s:~ -::,~ =:3E,~ I~ESro IlA'/ 3::' ...3::::: ,~ _,-=:..,; C.= lTI=S~ <br /> <br />'..:,"~. :.-':" :_-:.3 ::-.:: ~ s... ::'~c,qE:"E <br /> <br />.; x:3..;: ~.: .'1'=~:=:: ,y;R::: Y.:SH C~ <br /> <br />= _C:~L 3''''; :"::,",-,:; :::ES ~=:::::'",:,~=s :.. ~.I ~.;l.l'....l~ :=':;CT"G ...:s:: -V::l:: ,! FCC-....G ':~ <br />=CCT:~G SEC7'C.... ~=,:;~':;=J 3Y ",;:::,:-1.. ::CE, _:OL ::::CEJ,::VE..;'''-iS. <br /> <br />=:3:::~',~=S-::SC~=.'7~ '/A.P~R 3AR.R!E.~ I..J~DER CC~CR~ <br /> <br />SLA.8 SETAILS ~CCR=SSiNG EROSiON <br /> <br />810'= WA.LL POST TO PLATE TO CONCRETE DETAIL <br /> <br />RO\VlCCK <br /> <br />""';C:'CR ," x :" ?'..A TE ~o C::SC,,::-::: <br />WITH ':.' X 2.''''' :~NCKETE <br />A..~C:~CRS WITHiN S. 8F ~c.'-1 SiDE <br />CF EACH POST AND 24" O.C. MAX. <br /> <br />.r-- <br /> <br />2" . 2". 2" . J' OR 2" . 4" <br />SEE. ... ,ABLES <br /> <br />-,.. <br /> <br />51: S"O GAL VA."<IZ:::IJ ALL THREAD' C,R <br />'THREADA1L' E.'J3EDDEJ I~ CCNCR:::-=, <br />CR FASTE.",ED TO CONCRETE,VITH <br />APPRCVEJ CONCRETE ""'1CHCR AT :." <br />D.C. MAX. AND WITHi~ 6" OF EACH <br />UPqlGHT OR APPROVED AL TE."-"A T"E <br /> <br />tl4". 6" RAW'!.. TAPPER THROvGH <br />'" . 2" AND ~CWlOCK INTO FiRS'i <br />COURSE OF 3RICKS <br /> <br />~- <br />-------.....----....--- -- <br /> <br />~~- <br /> <br />AU..i~l~l.t~A F.~.l)= s:~==,,, ,"'ALL <br /> <br />-' <br /> <br />-~ <br />, , <br /> <br />+ <br /> <br />- - - -l -~ <br />~_L-_ <br />c . = <br />-" <br /> <br />3RJCK'""EEWAL~ <br />T'T'P<:: S VCRTAR R":'::C:RED FOR <br />LCAD SEAR\:"'<G 3RICK WALL <br /> <br />MI~. 3-112" SLAS 2500 ?SI CONC. <br />6x5-'0.:0 IVW 'A. CR F'SER '.4ESH <br />"APOR 3A.":R'ER :~,"OER CO:-<C.RETE <br /> <br />I r <br />:! :-'~ <br />~ '::~ <br />'~.r~....,I" <br />" ..' <br />* * <br /> <br />1" . < EXTClUSIC~ <br /> <br />-t" (NOMINAL) PATIO CCNCHETE SLAB <br />WITH 6.6.10. to WE'_DED WoRE <br />MESH OR F'BER 'JESH CONCRETE <br /> <br />(') ~o 3ARS CR (2) ::"<0 3ARS <br />WITH J' CeYER (lY?'CAi) <br /> <br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM CETAIL <br /> <br />AL TERNATE COSSECT!ON OF :oC-REE.NED <br />ENCLOSCRE =OR BRICK OR O,HE.R NON. <br />STRUCn.;RAL KNEE WALL <br />,. WlDE. 0.063" STRAP AT EACH POST <br />FROM POST TO FOOTiNG WITH (2) .'0 x <br />314" S.M.S. STRAP TO POST AND (') 1:4" x <br />'-3/4" TAPCON TO SLAB OR FOOTING <br /> <br />~. o' lAIN. ~ <br /> <br />6 <br /> <br />BRICK KNEEWALL AND FOUNDATION FOR SCRE~N WALL(S) <br /> <br />OF <br /> <br />10 <br />