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Screening Wall Details
ERICK Si~AU. EE ;',(t.',E ~Q~C< Cr cO:: ";::D ,',/ ........f.-< _ :,~C~:\T SiC'\::: S:~/~LI_ :3E GQ/~','31 :, ~ ~ I~) F. :~:~I:' L (::.:~~' S~;"~'\~ C.'\~ ~n_~_ Ui W f- a z W, W' (J) , Vi W' I---i ci <(I ___I ?I I I , ' " 0.. WI o / / ( . I L UI 0 ('... 0 -1 ,-~ t , --J r , " ! 9, ,__ I ' ~:- , aJhP.::$T'I....{J., .-..- 2'-0" -, 1"Tr~-' , - 0.75 3.0Q .... .... ..-- P E c, 5rT ~ L;\{(~::JT _...._n__._.. _ ____.._._.___..._________j I .. , I n. _.._" 10'.0' "';", ,- ,__ I."J ,"~ r-.--n -- I F:-? l'~ < ~ I '__/1 S~~?, =-~~:=_-:~=~ ~ t- ~.-~-~ ~~'-~~--~~~_~ ~--~_ ~ ~ _ .- .-- . ~"_., _ .~ - ---;_-_.~-__~_:~L~ : I~ ~. ~~~~:1r!r!Y~~.__ct _'~~--~~L-~..~' ~~=~="~~];.~.-:-:~ _:~=:'-'::~.-~ ~~~. ~~=:=~~ :::T":--.n -.-:-: '--r~ -"., -- .'__L_:' .- -~__:E~_.:~:_;.~.:~~.-:~~~ -:L~D.1-' ..~ 1=~J=~'K07~\LCC~~~=~; - --...-... -.--..-.-._ .- ~ _ ___.___ -.--____ 4_,:>__'~~_ : . :-~: r~':- .. T -:':'p:':-=--':-' :-~:-.~-~--~~. _--r_~~~-~__:~-.:--~~~~~ cc'":T ~,"\"I i '_:::1.".-:.: '--.:,A Ii. L2. .07~.:.c.c. . ...~ T" .:::..-::.= . ~.L...j. ~_ h -.---~------- - ---'-'-',---'-. ';"~... - -. ~.- .~--"--. _'n_ '---~ . r'- __~__H.~._..__.-,p r------..........~-------" - r"- '--' ....- - - - -. .... 'r _I,_-.._--_._--~ .~I . __ _~.....__.___~- . - i--.r, ,-, ----... . '--'-' _. .. - . .:. :FcICJ<T-t: ::.",l[L ~:--:-._.- u I ,____u_' T' T ~-~A:u' 1~..Q? -=~~=::--_-.::_i .. -..- " ., .. : :=:.-. . ~::~:---::-:-i _.' .:=:::'T .-:..:.~ T'-'::1 r- _~_L__~ _~~~__ , ' ~__ ..__. _ _. ._ L. _... __,___ 'e - '--t' . . .' - '_'u_ .-u_ .-~_... -.---- --- . ---'---. -- -----,-- ---~ ,~L'~~~~_g~=-~1m_ , I~ o I co - STCi;c CCLtJ\~"~ ~/:.s'~ DETAIL L2.01 BRICK -rl-fIN-WALL ELEVATIOf\1 SCALE: 3/8" = 1'-00" CO~Je. PIER CAP REF. SECTION 18' DIA. COi'Je. PIER <1 - itS DOWELS VERT. AT COLUI'll'JS 2 - ,It 5 DO\:VELS VERT. AT PILASTERS 4' LENGTH, 20" HIrJ, LAP BOTH Ei'JDS COrJCRETE PIER v"Y - , --'4----- 2' 6"~---- ...--.. - -- - =---l , I r.--IF-=:=-:=1-~I--~~i --- SEE COLUfV1N REINF. DETAIL ~ i!""~"-i:-~=;JH 4-~~4 VERT. REINF. EXTENDED fvlIN. i lil[~-~j 20 INTO COLUMN FOR SPLICE I I ,..----~.+-- r I I jl ~~~~- r ..I) . ... I' . i .=. I r. . .' I L~~..::--------...:_~ -~ ! I \ 'C I @~ _ J _ _IlL ..:;: _ _ '_ :", '. i ~ ~ -- - ~--- ~ 1 "I I ~___ i I I l~__ __ ~~~-:S::.U:DS __u 4- # 5 DOWELS FROrvl PIER m_.. CONCRETE PIER CAP ---.-- 4 - #4 HORIZ. BARS EA. WAY TOP AND BOTTOrvl J -- iJ5 REBAR VERT., EXfEND 16" lIJTO TYPICAL PIER CAP AND 16" uno PIER CAP AT \VALL STEP 1'-611 I I . I Ii, I I: J 'If' - - -- -Ii- - - -~.- f-~~'~-i' ..... '-'; : ':' " "u :1] STIRRUPS HORIZ, 12' O.e. ----.---. 18" DIA. CONCRETE PIER REF. DETAIL L2.05 ____, 1011 ,...... ~"""'- l' - 7 1 / 2' _'_n__ - I u_ 18" CO~Je. PIER BELOW 3 \ 7 ) J fJOTE: 1. IF SHALE IS EIJCOUrJTERED 0'-3' BELOW SURF/\CE, PIER SH/\LL BE r'lUJH.1Ur" 5' DEPTH FOR STRAIGHT SHAFT \NjOUT BELL. 2. IF SH/\LE IS HJCOUrJTERED 3'-12' BELOW SURFACE, PIER SHALL BE i.mm'lUr-, 2' DEPTH lIno SHALlfOR STRAIGHT SHAFT WjOUT BELL. 3, IF SHALE IS NOT ENCOUNTERED \NInmJ 12' OF SURFf\CE, A 3' DIA BELL PIER SHALL BE USED AT r-1HlH'1Ur" 12' DEPTH. DETAIL L2.06 COLUMN PIER CAP SC/\LE: 1" = 1'-00" 9 \~. 'F~ - (~J ~\:-=J 11- IntT L , I i t-~ .-~-LL: I I i I ,_ .,~_ ,_ ' oJ . .n!~_., , .' --~,~:,:ctt:~:.cccr< ='C";':~ [T 1m! I. I I L: . :--===- . t=JIrIIrIIIITIIrrrTTTTTITITrrTr GROUT FILLED VOID \V/ 2 - #5 VERT. REBAR corn, :.-..-~~ , 311 --'f .' , -...,---,--:-::-:-:-:::- !~- --- n".Jt-- -- 'L!::a - --; , , ..cu.n.~... ..n.~.r'1-- .', ' I "D" .n_j/ ~ .' , L_' ;--::..-_--=-_-. .C<ol'~ . ...:,' -:---=-=-::~.:;~ - _:- - - . 0J -- rl M M ".~ BOND BREf\KER __Un 9 Gf\. WIRE TIES Eft BRICK COURSE '--0.75 DE=rAIL L2.08 PILAS-rER SEGIOf\J SCALE: 1" = 1'.00" r'-- I'-=! n~_~____ 2'-611 ____._n_.n_n~ REF. DETAIL L2.06 ! : FOR PIER CAP r.':~ '~----~d-- ..:-~;=l]-- TYPICAL FACE BRICK l IA= .' - -.--=-T=c;:::;-~-.--':_(.rf, (',',1 i ' I , . ' I r- T'-I?' ", '; 'I : I I . J ""1 T"I t CMU BLOCK (16" 8" 811) t r;.cc.L.. ooLL..L._n"':~ :.---. - . L i.,., . x X i 'J', I I ' , , r ::-. ,- - ", I:; ( ; 1,~~L_ 'l E-jl<_~L.__. 9 GA WIRE LADDER I ,1--1 -- t f '_.__ if,s . 2t;}--1.-----i.-ni,----L_, ~L=:c-'--=-~C~](!/.J EA. CfvlU COURSE , \ )n. ---"-'. ' r I I J/, I'. ii-t--....... T' j-- -J.... c-' .t -.-: i" '1. f U u.&u; I I I .' I ,1'1/ I TYP -1+4 VER-r REBAR- llii-~J~-L:-n _ c.,. ._ _ .L ~'trl..i-l- .--- . it . _ ,it ;,~~ 'uLL_i_---"'-li:j HOOK INTO BO rrOM l [i~~:=G~.=~=-~.-=-zFf OF PIER CAP i ---__nm. 9 GA. WIRE TIES MAX 8"0.c. _._________.u_. GROUT-FILLED VOID DETAIL L2.07 COLUMN SEGIO~J SCALE: 3/'t" = 1'-00" DETAIL L2.05 PIER DETi\IL SCALE: 1/2" = l'-oc)" \.0 I N I , BRICK ROWLOCK 24" COLUrvlN BEYOND FACE BRICK - RUNNING BOND, 9 GA. X 1 3/4" WIRE LADDER CONT. HORIZ. EVERY COURSE PILASTER BEYOND ANGLE IRON SUPPORT - 511x 3 l/t'x 3/811 LONG LEG VERTICAL SOLDIER COURSE STREET SIDE FINISH GRADE 1-' 9 GA. \1VIRE LADDER I EA. CrvlU COURSE r-J:3i-nu..-----. 3' - 0 I' .---i-u- '-1?=__, I I I A~--.- .11------1-...:...-~-1f'-'-~ Lt ~L ----.'..!- ~ ---.,1 ~ / / / ~~ 1 ~ --; ....1 l- \ II' , / r ~...-... --- r--' .L+-'- ...-..-,........... ~~r '-- "'_ ,. r.~-~~~t='t -----TYPICAL FACE BRICK II1, ~ -~H--'-II-J-j,C'l' I ',;li:9 +J~c:"c=ri-~ -:~i~'!:~ I: t i i-BRICK THIN WALL ; I..': :..' ':"2 [i-;lI r..t.J i o t I r.,--,-----:: ~ I I "I f1" _I , ;1 t~;---r I L1--l ~J Mfr.! .1-. -.ii'l . ,,' !'. ; I ~ "ftt.i 1 {!r)- -~-I-- -~~. +-+~It j ..;IIII-+I'l- 1- I _I '1!1 . [LL!lt It~-. ' 1.- ~-t' ;- !'il.U ~ BOND BREAKER '~n_ fii-=2-tZ1=f2~=,=:i12420i~~t__---.~- 9 GA. \1VIRE TIES ! I i EA. BRICK COURSE TYP. #4 VERT. REBAR -.--' i I HOOK INTO BOTTOM I I OF PIER CAP I '-.- TYP. CONCRETE-FILLED I eMU BLOCK (16"x 8"x 8") CONC. FILL VOID .-----' STAGGER COURSES TO OVERLAP DE:rAIL L2.03 COLUMN SEGION SCALE: 3/4" = 1'-00" REF. DETAIL L2.07 FOR PIER CAP ,--9 GA. WIRE LADDER EA. CrvlU COURSE :-=~----- 2'-0" u--c~i ! : /-- TYPICAL FACE BRICK :~rr-- '--.=4L-:':~, ~mJ 4"x 8"x 16" SPLIT-FACE :; ( 1r::;:w-~I~lr'~rT ill; tV I BLOCK - CONC. FILL VOIDS r I j j 1 I I '..l' f/ f j - R 9 ~~'T:! 7' -!1-1 T 1- I tf I (,11 [~]Irl - "j i ' -t, r-r-n l / j . I ~ i) [lllf--'LH t~ I Illi I [I I ---.J I , l( f'lli!-i I ~ :[f) l' I r-L,--~I.t=; 'fl {, t__. [IS _. ;~jf~7 //.: :i:=;, - BOND BREAKER TYP. #4 VERT. REBAR --.. HOOK INTO Bonorvl OF PIER CAP ! 18" orA. CONC. PIER BEYOND - REF. L2.05 ---9 GA. WIRE TIES EA. BRICK COURSE TYP. CONCRETE-FILLED CrvlU BLOCK (161'x 81!x 8") DerAIL L2.04 COLU~~N SEGION SCALE: 3/4" = 1'-00" ~ c:::> I \.0 ~ >- I ~ -D ('V) ...0 c:::> * c: 1...- $ (]J 0- ra 4-J Cl.. ~ ('0 ro -a -a 1~..,.-~,j........~?:::";('.);'~~..T~':.:J reVISIons n--'U-03-:jO--:-Oq--- .. .. ._~-__~~D--4~-23~O{~~__ .. ~:..~ ",.,.~,... --:-; .~:i1:E..."fI"',..;rP:r..-'{~,.J:.:Ll.::::~:1ri::+_~....:::t -''-~'''}\\\ : _Nif, 'r \1' -,. ,.' "") I' :..:-')./ : ::: : "<',-1 (,>~ """, ,,' , \.J ' '(.y ';.'..( _'. P" "',' : ;.;:: ?:'-:.. 'r.". .--;:-.. ,..r~, , ~ ' .:) ,oJ-:' J!,~-F ,., r--- ' I 2' I or->;,..'-f,.'" " " , " 'i1' .,z~ 1 (r~ ,,-u.;' ~[:::J: N 2: -.../l ~ 1<:' ~""r" ,I") 1-' rJ- I~: ltD. : i : -r-~!11""~~"-~\'i' ~ " y : ~ : r-( .-':'J.J.J .;\ 'I 'I' , .'- , .0'''--~'<'f';:'>o;' "'" . I .... , ....''''..........-... ......'\-8 t'--'. ,-~,,,,,'";,(,,-,-, , , , ' ::J ' r ",,--...,,~ I~ .'." :;:!: ~. '"!'~'.; '1 f),s-" I>' \ \ I."'" \ ( I . , ': -' :"" "'~~+~ l' "it... ,\ "-n \\"" ,~-_.......",,/ \ \. '\. ",", ",_...~ ;.; rl':::.~:'::~':;-:""~~:=l:"_-::l ;"~'r1-:-!tt~ 0_ Q) :::s :s o -t-1 ~ !l..- 2 ~ 01l.9 fJ ~ = c: '- xeD r- <t: Q.) = o _ ~ Q) I- '7~ E c.:n ~D.. .e':1; 0- e "-l cu (f) ON ", '~ > r--- GJ '-1...' '-' ;;;> 0-, ....,.J 0 ..3 ~ ~ cY"l 0\ cY"llr) lr)= lr)\.D .-t= X . gC3 0.J ON . r--- a.. o~ DETAIL L2.02 ~rf--fIN-WALL SECrION SCALE: 3/4" = 1'-00" ,/ ......./ / , _.~-,.--..- r;---I'--"~~j r-----;---~\---~ ---,...;-. AI. '-,-' '.-----,-. '. . I ~ = ~--:--..jTI. :.-=:-~~ i /O:[I' " I ~--i-1. o (/ -' {.. ..." -' ,!. . ! [- / ',l, / I ~ L_____., I '. ___,_J' I ' r' ..... /. i . I I _ ~'~"___'nn___ . : \ '---i-;' f-.-;~ 1; I I , ,. r_..L-..' _.J._~ ,:' . '~__n . .. . ~,---._____+J '.....L. _...r____;LJ ........" ~ i / I .......: I....... ________ -l- :- ~~:-~.;:::-r.,-':;',....:...;.~""t''':1':.....r':)::'..._=_,'-1..iJ {f1 --.J I--f ~ UJ o --J ......J <( >- :;::;;:z.. L9 z ~ Z LU UJ c.:c U (f) IT ~"-r-"':'r.)~.~;;z:P,;J..:.:.:r:::..z.z::z_r~~;.:"~.:::] ~ ..",~,\~ 0 ""'=~" ~ 'y 1=== ~~ I=-=f Vo 00 ffi<:e Z ~~o~ "~l fl5 ~- .'?T~(?-\ (J'-) t= ........J ,,,,,,, \ r=- lLJ . 0 I C _. CLCL \~ hft{gU (2, 2D_() -- J ~ LU '.J'f ~1 . 0 =u=.J CL.. U ~::c.;.':..":;.-rw ::;~"t.J"i.~j'\I!''t~n::-'-...'~ ~~1 file narre: , , '2e: ^:J. sheet I ~1 .:.:,,,F'.2l L.J