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<br /> <br />~,:.~'~;r <br />9~~,. . <br /> <br />':rll~JI '~'~' ~.~~ J6I,'-'r ~ <br />~o <~m: <br />.J.t ' . . <br /> <br />" <br /> <br />',t'. ' <br /> <br />, . <br /> <br />. ~...! <br /> <br />.. <br /> <br /> <br />~~. ',: ,." <br /> <br /> <br />~~.. -; ;-;'/II.~'~ 0[' ~ ..o'!!'~ <br /> <br />o <br /> <br /> . . <br /> SWE LOAO TfaE fOR c.tR.ITY PRECAST. OR EOOIVfLENT <br />.J HIGH-STRENGTH PRE-CAST AND PRE-STRESSED U LINTELS <br />B <br />~ SfFE. LOffi - POUNDS PER LINE~ fOOT <br />LENGTH COMPOSITE <br /> UNfILLED <br />1-' l-tO" (34") PRECAST 1.700 Las. 6'500 LBS. <br />Ll 3'-6" (~2") PRECAST 1700 Las. '5600 l'=-: <br />L~ +'-0" (48") PRECAST 900 LBS. 6500 LBS. <br />L4 4-'-6", (S4-") PRECAST 900 LBS. 6'500 Las. <br />LS 5'-10" (70") PRECAST 900 L8S. 3000 LBS. <br />, . <br />l(' 7'.6" (go") PRECAST 800 LBS. 3500 LOO, <br />L1 9'-4" (112") PRECAST 450 Las. 2000 LBS. <br />L4 1O'-S" 026") PRECAST 350 LBS. 1500 LBS. - <br />L9 tl'-4" (136") PRECAST +50 LBS. " 1700 LBS. <br />ll~ 12"-0" 1144-") PRECAST 400 LBS. 1650 LBS. <br />LII 13'-~" (l60") PRECAST 3'50 LBS. 1300, Las. <br />LIZ H'-O" (168") PRECAST 58S LBS. : 909 LBS. <br />L. I) 17'-i" (208") PRESTRESSED 350' LBS. 12S0 LBS. <br /> <br />':, :~' ;:.:: <br /> <br />i <br /> <br />,.! <br /> <br />. ~::. ,.< . <br /> <br /> <br />. " <br /> <br />WP.r.~jI <br /> <br />'. <br /> <br /> <br />fa' ~.VJrU.. <br /> <br />.#: ~:r <br />> <br /> <br />. . <br />. .". <br /> <br />~~. L. ~r <br />~~r ,~L <br />~~lff (I'I1f) <br />, . i <br /> <br />l'; <br /> <br /> <br />c"d N ~ tf <br />~." <br />.- --...---..---.-__..-.__________________.__~___._____...o..___..___....___ ..~._-_.__..............--- --'--'-" ..__..~.----- ;...-.-:~'_':""":-.------._...o.___.._ ___,___'__ _ ___-'"'-___ _...._ 0Il:;0.. - _._.__...._~~.__ .:...._____.______....~,.,....._.:.. ~......"'-_4il'-."'.-.. ~"."'.'_ ... ..... <br /> <br />. ,:~ I ,~ 3'1' . .' <br /> <br />.r:' _ ~ d /} t- It il t-. ._- -. 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I r <br />...... - """"-', \ I <br />.. l 0 ----t-o : , <br />.i() ..,../ I ' <br /> <br />...__.,_.~ __J I <br />--'F~ Ur~1"':~'~{'''''l . <br /> <br />I \ <br />: I <br />I . <br />) <br /> <br />4----~- ~::;~j <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />-~-j,..~_... -<-,---_._+ .__...~._-- <br />-~,.,...'_..." ----.........-...-,:;... ..-........~ ........~..--.;...~..~~,....~\r'*--4 <br /> <br />1 fO -~ ' " <br />t-----.---..--...----:-c'" i". <br />II' I' . ~, <br />, - t':'.;1 <br />r~.~.--......--'-_.~-.-... -' <br />F~ - .... --_..__...,...._. <br /> <br /> <br />..,.~- . <br /> <br />; "'7 ;.-~-:;.~ ~ <br /> <br />',atjCi6rRtP ~AU;~IO~ <br /> <br />, <br /> <br />~LI.: U.t ~ <br /> <br /> <br />- <br />.v <br />,Q <br />I <br />- <br />o <br /> <br />.... ' ,~. <br /> <br />, ;~ <br /> <br />COMPOsnE IS ~FINEO AS P,C. LINTEL <br />FILLED W/MIN. 2500 PSI GROUT W/l-S RE~ <br />fN) ~ 8'" LINTEL El..OCK ON Tef' fllLEO <br />W/2SOO MIN. PSI GROUT W/1-S REBAR. <br /> <br />,. <br /> <br />";' ", <br /> <br /> <br /> <br />/~ <br />"" <br /> <br /> <br />S\~_~~,~\~'-F~~"E.~~ \fJ <br />Roo\", ~(L- f\..f". \ 10 G W \ <2; c\ OJ (r-M. "" "" <br />l\)t>-\L-S ",-, bl' e;.,c f:>.., e~c.0. ~ <br />~/' O. c. ( \~ ~ (Lff\-zP1 p.. ") L.. r'r- f'. N\ \ N j~ , <br /> <br />! <br /> <br /> <br />L,- '.- ~ ., . -.- .--. -. .-- <br />\ <br /> <br />ALL lAPS 25" MIN. <br /> <br />---.--.--.-.----........-- ---- <br /> <br />r-~~-...."--"--' ' <br /> <br />'--:----.{:...../~-.: .~.. I Ne'\O\-: A~'~; f,r----.-.----.-----~--~ <br />._r::..-J---r..:::..____~_.b..~~_-...."->...,.,-~~. <br />~~....."...... lr ....~.......... ....__...w_''''''.._..."...~___............. <br />-, r- -~-_.-.-.- , ....-. <br /> <br /> <br />..1 '-.1L~y~~~ ' <br />-~~lQ~__;p~~~-t~~\9b'--ftl~~Q[dJ~i)~~J.liJ:~.z~t1Q~.:Q~~~l;6. <br />ALUM. ~o~if-Fk~k~ \\tA.c,'r\.<Z-$ ,R~% ~~cl~~{2- ~ ~, <br />Q?'ltf ~tPG.~ t=/O> S,<i-~ ~'l> \0 E' ,,"c_l:"- \(U<.65 \P I "\ <br />~ .,. t' " \ I...... \ C6 IV\. (Y'. D~ r0~l )...:~ ~Gl\,..~fL- <br />r7r1"'~"...el\~r \N'\"E:.~ v 0\ ' ' '. ) <br />t.~...I..:".,.'--~.;....f.,,(...'~---~- '\ I It M \"^ I \~',b <br />~ ('I\.. (~"'[. ~ y I'-\' \ N \ tJ' \,), '," <br /> <br />(6o~'1> ~@rA- # <br /> <br />2'l' ... ('..);1 <br /> <br />4' <br />, <br />-~. <br /> <br />~() <br />I <br />,..~ <br /> <br />::" <br />-' <br />dl <br /> <br /> <br />>' <br /> <br />< - .~l <br /> <br />-4- <br /> <br /> <br />~~ <br />I <br /> <br />-' <br /> <br />1 '. <br /> <br />, . <br /> <br />- <br /> <br />J .... ..". <br />~. .1 ' <br /> <br />k~,~:'i~, :; .'; <br /> <br />" <br /> <br />\8..'\.\ <br /> <br />. ~ ' <br />< <br /> <br />, it' <br />i...;,..~ <br /> <br /> <br />:i <br />~ <br /> <br />~ <br />.j <br />1 <br />- <br />c1l <br />lfl <br /> <br />~ i <br />\.') I <br />~I <br />I i <br />-r- : <br /> <br />A <br />~ <br /> <br />-~, I <br />-' I <br />~\11 <br /> <br />I <br />! <br />i <br />I <br />I <br />I <br />I <br />! <br />I <br /> <br />I <br />-1---- <br /> <br />. J~ . ~ , I ' <br /> <br /> <br />...; / <br /> <br />.'", <br /> <br />FIGURE 20SA <br />CORNER CONTINUITY OF BOND BEAM <br />AND WNl. REINFORCEMENT <br /> <br />.....,....~...::_.."':"~ ""'.'" .-- ;~" :t,;". .,...t.:.::t.-.;...;:.":.c::;.::::.~:...::.Q:"_~ <br /> <br />: <br />i 2) ~c.)~ <br /> <br />t.-- --------.--.-~-~-...... <br /> <br />~ <br /> <br />I <br /> <br />---:------------.--t-.- ------ <br /> <br />. - [;,~ r---F~I <br /> <br /> <br />'. ) --...---.=:.-------.. <br />\. <br /> <br /> <br />Ii- <br /> <br />I . <br />2 C) - t~ <br /> <br /> <br />~ ,;.J~, , <br />,'. " <br />. <br />, , .... <br />if! <br />fO: <br /> <br />\IERT. RElNf. <br />IN GROUTED <br />CElL <br /> <br />, <br />I,GJ ... t"A <br /> <br /> <br />_._-_.__.~.... .--....--...-...-.----'-- .._--~_.- - -...--..- -.-.....-......--- ._~.- ......--.--.- ~--- -.------~---_........--,..-- <br /> <br />..J <br /> <br />, Oil <br />~ -c..' <br /> <br />Ii t[~".::-.....j <br />~~ ,--.-------.-:.::~-----.----.-h -"'---If. IL~ <br />~ r-~ <br />r;;;;L#-- ! . <br />LJ I <br /> <br />I <br />I <br /> <br />~ <br />" <br />I <br />.. <br />..... <br />I <br /> <br />CLE:ANOUT REQ'O <br />FOR GROUT UfT <br />EMBEDMENT >5 fT. UNLESS <br />fOOTINC--.." PER 203,3,3 ~ - J fOOTING .oWL I~ <br />-----7----- ------ NQT REQD. <br /> <br />REINFORCING t.. <br />~~ <br />: 0 <br />"'0 <br /> <br />I <br />I till <br />iliJ <br />I <br />j <br />i <br />( <br />It <br />I: <br />~ <br />II <br /> <br />I <br /> <br />AlUM- ';:;t-t V-J, t4~l^\ <br />---""~-""--- ' <br /> <br /> <br />1'- .~~-_.- ta~_Q~1-_.~.~{.1~ <br />I <br />l:lf <br />I ? <br />d) <br /> <br />~ <br /> <br />'\ <br /> <br />~, <br /> <br />,U <br /> <br />j_ 4':,.J''-_ <br />Il~(d <br />1- -w S 0>t>,.rL- \ ~ G..ll-o"'- n~ - -]f[1f~ -f-~-- <br /> <br /> <br /> <br />I <br /> <br /> <br />! <br />I <br />I <br />I ~:rf <br />:I.... <br /> <br />I <br />I <br />1 <br />.... t ~ <br />! <br />I <br />I <br />- I <br />~9 <br />. ; <br />. jJI . <br />,'G, <br />~ <br /> <br />I ' <br /> <br /> <br />. 'JI-. <br />" <br /> <br />! <br />L, <br />! <br /> <br />i <br />I <br />j~ <br />I j. I <br />1:1 <br />It <br />.. -. -..---~---f....t--~ ~ ! <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />-..-..--.-,..-,..."......-~.l-..--.-. -' ~ <br />::- 11, ' ..,.... - . ~...- ~---.-....,:-~-r~....". ~_... ~ <br /> <br />:.' 1 . <br /> <br />/, <br /> <br />J_ <br />N <br /> <br />( \ <br />I <br />. <br /> <br />:{' >f' '-'.: <br />I' <br />I <br />t ' <br /> <br />'I <br />j <br />I <br />I <br /> <br />FIGURE 205L <br />ONE STORY MASONRY Wflll <br /> <br />QE/' t7CA,~J.- <br />~{)) 4L O:.tt~ <br /> <br />".~_......-._._.~--,--._---- . <br /> <br />. 1'~r.'-~U.~..i~I.~L1~~?: ~~J.~~\?~'i~!:l~t)L <br />~ -L . --~'F~\7,<q;i15!~.r~I_~J.L . . <br />1 I. '__- _4> __~=~~~~=--=:~____..:=.::}.:::::=-;x ~~c:-.~._._ ._-_.~~-- <br />I 'f-f",' ml.,.t~t;J~IT'tf~~....!.rl~>--.,s:.".....,.Jil\.I...\CO>~"........."";.c...J,'>lol'.~.=""~"-~ u.__. -:-..........-...,~-... <br />)' I ~. ~...."'. \\ -t - fA. <br />--:-- .' ~"" ' ..fr~) ~AV . . . r:J, <br />1 '. ~;~, ~~tl\t f~ ,,~..~~_...~.cl,..f:t~;~"\E~.,..~tt-).j2-~€t:L <br />j f j ~;s;~. {l C~~N C.OMr>AC'J-Ji PO'~N"O ~,LL <br />.. r '..~';'.".....D.. 1.,."'..r"<1 .~..~-~.......... ..L..._.__.H~.. ..~. ..:r....t--- - -.--'--l---"--' <br />- . ,-~ II .~b"'" .' <br />- --- t""...... ' <br />I ." f7~...... ~ I, ~\ <br />11..1' ..:'1.;~.. . ---__g~:_~~.f?..!2t~~~:!t\Mt,j~j\)-'L <br />[-- \ ~ · -I ':;P/ <br /> <br />--- ------7 --.-'- ~.- <br /> <br />k - __L~~__ .--~ <br /> <br /> <br /> <br />.~ <br />, <br /> <br />I <br /> <br />! '11 <br />I <br />! <br /> <br />- <br />"" <br />(j) <br />, <br />-'rJ) <br /> <br />1/2" GYPSUM <br />CEIUNG DIAPHRAGM <br /> <br /> <br />-' 1 I n j ,> <br />I tJl .' \ I <br />-----1 T-" . _1 ~ I <br />':I['~ ---- -.---.. ~2'D' I -;-' ~_-_I? ..-1. ' <br />, l.-"'l,~.q;...""' r ni0i1 . <br />~ g ----__ -_ __~ _"'__ _9 .__ I . , L. --- <br />-~_::_~-.----~_.,,-- - l, ~~-~f~:-=--:_~;7.;. ~.;;=~.. ~i.~J\ J -~ Llll <br />_ L-- no <br />, 2' <br /> <br />~- .- nffif--- - - ---- <br />t . ~ <br />]1 ---:' r';~"T <br />_____._. .___ ,'t! 1, I <br />-"--~~._.......,.;~._--.!.;if::7/?}J . :1 <br />----..--- -- ..,...--__....!- '"...LLL~__i ~ - ..-----t-~- ~...-~.. ~ ~4> <br />_.-- "'- ____..._.0... - --'2'-- ..1. i <br /> <br />I . <br /> <br />t <br />l <br /> <br />!\ <br />.1 <br />I, <br />t <br />~ <br />i, <br />i <br />~ <br /> <br /> <br />\ <br />r <br /> <br />1 1/2"- <br />MAX. <br /> <br />SHfA1J'lING . . <br /> <br /> <br />() <br />;z~ <br />90 <br />3:i <br />lD <br /> <br /> <br />I <br />I ' 1 <br />I i <br /> <br /> <br /> <br /> <br /> <br />_____ .____._._~~______________ ._ '" GO' _~I . <br /> <br />, ,'-' -.....-.--..--.....- --~.._. .._.._.~ :'P'-""-.~..-.~._'_:_-'_"_"'. ...'f"---..;~.:~......'r....,.. ,- -,,... .....::......,-'....t...-..,"';...:'"......~. ",. ~.,:-..""-t":;-_...-._.....,..;-....~~................. ,.....,#'.,.."'-....H~ ~."...~.<...___.. _. .'... __.___.~__..._...._,____.._~_._....... _....._._.._ _. .. <br /> <br />, . <br />I. ..t <br />, <br /> <br />.\ - <br /> <br />!+ <br /> <br />EMBEDDED <br />TRUSS <br />ANCHOR <br />ASSEMBLY, <br />TOP Pt.A.TE <br />OR OTHER <br />APPROVED <br />CONNECTOR. <br /> <br />'.~1l~~d~J':-?" <br /> <br />......,......,...~ffdJ_~J<.~_...." " <br /> <br />5d COOlER NAILS <br />OR GWBS4- 0 7"o,c. <br /> <br />, , <br /> <br />. :..! <br /> <br />'r ~&77~'L~-;;;/!-r~7if~~~fi_.4~?&ef7HG,.ML.y.J.j~__v!JY1" <br />~JRe:Me:NT~OF 5E"c.(7()N 1~.Q~7-=2rAt!At1~!t____..__.._~~_ <br />~," Bt/It.'fiN'& C~I>€)___~IL4-.Lp1~) LCZCJf '6lT/gA.J_~___ '. <br />> '. . . ,djL~4 ~dAtr~ <br />, .'. ~;j3/ / 7(;. : '. ' <br /> <br />,",,~ . <br /> <br />FIGURE 20M' <br />GYPSUM CEIUNG DIAPHRAGM TO SIDEWALL CONNEC110N <br /> <br />-. .l- <br /> <br />'(:. <br />1 <br />::. t r <br />~ .1. t, r;;~i <br />BLOCKING 0 +8"o,c. MAi'.';' <br />IN FIRST 2 fRAMING SPACE,S'. . . <br />AT tACH END '. 1 ., { <br /> <br />-OUN~\Ot....\ - <br /> <br />\..\JM~\b\~'.- <br /> <br />,...'. <br />, <br /> <br />';. ,.; .~~-to <br />, :" :~~.. ". , <br />, >,"FFIGURE ?OlA.....t,;, <br />ROO~ S>HEAntING LAYQUT' <br />AND' ENDWALL BRACIN<l : <br />#~ ~ <br />"- " ,.' '-'" <br /> <br />".r; '.,~" <br />. /", <br /> <br /> <br />-)A~' ~J'-d\ <br />. '.~ <br />., <br />~. ~. <br /> <br />l' <br /> <br />I , <br /> <br />.. <br /> <br />"->~.. I <br /> <br /> <br />.:.~ .. <br /> <br />,....--j' <br /> <br />;- <br /> <br />, , <br /> <br />,. <br />.... J.... ',.., <br />\. ....~. <br /> <br />~ <br /> <br />;'r, <br /> <br /> <br />, t, ". ":..'!. <br /> <br />- ,..~ ~~ <br /> <br />I~.." . <br />~; ':: <br /> <br />. . <br /> <br /> <br />.. ;.~) "," <br /> <br />. ,'~ 4 , <br /> <br />,.:. <br /> <br />'; ~ .. <br /> <br />.~ I <br /> <br />..... ~.. <br />