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".'~-. .', ~ <br />'f!ii.' I1;~'.)}~.:.:.',<\':.".\' " . ,..., ,',: ~,., " .~. . 1/2" cox PLYWOOD OR 7/16" OS ~ MIN <br />,;::,.'t: ';.:"",,,.-i'i:,.,. '-'" '. f.J:i."'{j' .<~ .' . ,. . <br />.....,~' I. ~y~~:, \~f~":( ~:. : '~ " ~ y",-. ~. ELEV, VARIESi ~i)' <br />t').,' ,-,r..,. ..' I,d. . l ~"'''''::fJ....... ' '\ r.1J <br />:' .:~r .~~{;r ~Ke;'f',-~' . ;",' '. :,'. " j " ,. . ". ~ ~ oJ I . ~ v~""-- .. '.ii'" <br />'~:".~~f;"Y,".;, _ .. II ~ ~'l DRIP <br /> <br />~ !~~1"~,,:;,~,,~, , ./1; ,~fASCIA BOARD <br /> <br /> <br />, '>""..,>C'., .. .'. ' , . . STD. 90 HOOK~' , , ,. <br />:,,~~ ,:~/~,:t~:,<i;,/'. /' "~ . ". ' , . (SEE DETAIL) . [t: \ <br /> <br /> <br />~J ~,4i.~~~~t,Y::,:,:", d ,.' ., ~ ~'VARIES L ~~~l~:rE:2U~L~kgc~/ <br />~'.j' ' - ". f....' 1 <br />,,> :~.t:.:." " .' . " " ' _I," ~8'1 C.M.U. 'TYPICAL <br />;~ii~~':\.' ."~. ...' ....:', ..' , '.. .. ~,~iV..j -; " T'tPE .S. MORTAR <br />~:~ :~,~,:';';?:,;':T~.'. .. " I, - -/ .' <br />l' ~F1i'i{" "~, ... , ,t::' ~ ' . <br />,~ :~"~ ~i~;{~:/':,~>' .. ~ ' ~ .' <br /> <br /> <br />. . . ::1':~ ,*~j,l':.:,<'~ .' ~ '"" <br />~tJ!~'" :r'{. ,_, .,',' ", 2500 PS I=- ~ <br /> <br /> <br />&tt~'t ii/< :. ~X~RW~I~~~~~:~LAB ; ~ L--' i. ~ ---- mt~o~E~ciA ~~:I~~A<;;L1S NO TES) <br />~~f'~:\:,',' =~. ,: . ~fu~:~~ ~c[E2E~rNT~~~LAT <br />~~~f.:; :;, ,;;f. trY ~~.AVlTY CAP <br />'~-fll> ..j I" " :::i <br />~'Z~(~":'r~ ,- ..~, :'. ~''r.' ~. ELEV 100'-0'1 iji\ <br />~'i"~~~!k;~"'-~. .:' .' ,., .' ..:-:-1.. -'-- -'- ~ -~, T, : ~ \...~ <br />t}t,"~-i;;'..'. I , ...,' , "-''/:''-."/'A.'' "y ~ I ,... GRADE ~ ~;i TOP OF SLAB <br />~t~\,~~\',:- 'K"" 6 MIL VAPOR BARRIER _I'///~ /( / ~-~~~A/, ~ <br />~,,:i.~,' li:f,lK' ,: ",_",.'"" HEADER BLOCK /,~,,~~l L ~~<<V" I <br />'\~. .:,-:~'F I; <~, " /v /"/ / I I >>>'\..>>'\..y)\.,,>::~ - <br />f'~:'\;!At '..:. .:. CLEAN POISONED AND COMP, '. /'<':/ ~.l ',%~<<,,~~ <br />~. '{~~r,~'.,"i.'~S~L. (95% MODIfIED PROCTOR' . · ~-cL ,. >7<<~~ <br />~.:' .}'~~;;,:.~~:}', ,P(,,, ASN 0'557) , .' , '__ ~...~, .. laJ · ~;\y;o/., <br />t\y~,.. " , CHAIR~ " I/. -\. /, /.., //. <br />'Ji\'~ ,.:' " ". . . / '\ <br />~\~;~J<ti .' STD~ 90' HOOKJ '- 2- #5 CONT, <br />'~(";-;'~::~ 5': (stt DETAIL) " "_4" <br />t'.~...t :.:~~'{:-~{: }t" . <br /> <br />.' <br /> <br />..' ;'; <br /> <br />" <br />-' ,.:" <br /> <br />,'f " ,~.~ <br /> <br />, '", - . . <br />.,i.):;:'''' ~..." '3 ,." <br /> <br />.' ; ~:,~_. ~,.r"',: <br /> <br />. .'\~; --\ ~'l~~.,":-,.,;.;t..;'- ~:-: i<'~:- ~. <br /> <br />\,,-, <br /> <br />. <br /> <br />.." . <br /> <br />: <br /> <br />, . <br /> <br />; .lJ ~ <~ ' <br /> <br />'.'f"; <br /> <br />-.. <br />, ,:.S" <br /> <br />.r <br />, -' <br /> <br />;.,JI <br /> <br />~. ~: ,::.. /'~~ <br />~ ~~ ri:"\ <br />. ., <br /> <br />.. . <br /> <br />/' ..' <br /> <br />,t' , <br /> <br />,...... <br /> <br />, '.! <br /> <br />PRECAST L1NTt:l (wi (1) #5 CONl <br />../ v- - FOR OPENINGS CREATER TliAN 6'-0. SEE <br />WINDOW BUCK PLANS FOR ADDITIONAL REQUIRED REINF.) <br />- J rr-- <br /> <br />@--\~ V <br /> <br />I --- ALUM 'MNDOW <br />I rAUlK @ EA, WINDOW <br /> <br />V r PRECAST CONe SILL <br /> <br />~~ <br />~ Ef <br />~ <br /> <br />[] <br />L) <br />Ijr <br /> <br />,(' ":" <br /> <br />. <1'."" <br /> <br />.. <br />" <br /> <br />,~ '. ~ <br /> <br />" <br /> <br />LOCK WALL 8EYONO <br /> <br />,:. <br /> <br />~<J <br /> <br />xu; CELL WI #5 VERTICAL <br /> <br />/ I ~3) 1/2.~ x 6" "J" BOLTS <br />.'1 dl ' r \~ ' V . <br />. ,., \.;.., "V ONT. WOOD TRIM <br /> <br />, q v ~ I) <br /> <br />11 ./ <br /> <br />~l <br /> <br />EXPANSION JOINT, <br />'~1 VAR_~~ <br />115 CONT.~ j <br />I ~'j , <br /> <br />t,,~~ '\'" .' ,'%>-->:;~y t <br />/~~~~" '\"'~~Y' <br />(<<;(~ > ,..' (~'0' <br />- )./ ,!:"'/ /: /.. · >z/>~ <br />'<~ ~/'0~l'''''F''/ <br />(2) #5 CONT/ /,,, / ~:-:./' J <br /> <br />.H.D. RECESS <br /> <br />. \....1 <br /> <br />/ <br /> <br />r3 1/2' MIN. <br />'i r <br /> <br />. <br />o <br />I <br /> <br />. <br />().) <br /> <br />r- <br /> <br />I- <br /> <br />----.... ~ --- <br />~;- --~ <br />v <br /> <br />-----,------------ <br /> <br />" <br />. <br /> <br />2"x8" p,r, WOOD JAM ~ <br /> <br />/J <br />~I <br />OOOR AND CONNECTION PER <br />GARAGE DOOR MANUFACTURER <br />TYPI..CAL ~A~~e OOOF< 1'F=<ACK MOUNilN6 OEiAIL... <br /> <br />r ..L <br />SCALE: J'r:a1r-O' ,. <br /> <br />. <br />'I <br />. <br /> <br />I <br /> <br />A <br />I I <br />'I <br /> <br />1YFICAL.. GtaCilON iHRU WINDOW <br /> <br />T 1 I ~ .... ----.:::J:lIIF""\] ... <br /> <br />SCALE: 3/4'=1'-0.' <br /> <br />TYF'ICAL 6ARA~5 DOOR ReC~ooL:I::L <br /> <br />. OCALEs N.T.5. .\.!::.!;;!-- <br /> <br />'N NO rE: <br />~ filL ALL CELLS BELOW GRADE 'MiEN <br />;j '''''HEN SrtM WALL IS GREATER llit\N <br />24-' BUT LESS TliAN 40' ABOvt CRACE <br /> <br />j2"X4" SruDS 0 16' Ole <br /> <br />-r-n f, r r~ rir- ~ <br />LOAD SEARING CR- 'ti- T~' C,M.U. <br />EX1!ERIOR WALL 1\ : ~~OU8LE 2'x4' P,t S1\10 <br />"I LU'~ <br />'" r T v-#5 VER T. IN FlLl CELL <br />l..L If ' <br />P-r IT <br />: .~-1/2- x 6- -J" BOLT <br />Lv ~ .. <br />T 1.}Y-2x4 P.T. PLATE <br />Lr: <br /> <br />I- _._ -.: _ _I _ _ _ _ _ v-,- II . e> ! <br />1Il>- , '. J. ). - -; - - · - -i <br />.' C> .' ,'.V" ,/",~ <br /> <br />') ."' ". ,',' >%~"'~~ <br />t= ' ~ ~ ,C :"~ =~, .,.~~~<<! <br />~",>~~~~"i~ ~~>> ~~0' <br />//, //, //<~{/'/y//,>>/.)/ <br />F=~AMr= WALL iO CJ'1.U. WALL. CONNt:CiION <br />~ <br /> <br />r <br /> <br />20' MIN. LAP <br /> <br />tialU1 <br />Q) FILL LINTEL AND ALL CELLS ABOVe: LINTEL <br />1> VERIFY ltfA T ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, <br /> <br />/ <br /> <br /> <br /> <br /> <br />ZDOW BUCK A TT AC~ED <br />WI 8d NAIL€> ~. 8" O.C. MAX <br />AND FL 2((X!)<l) OR EQUAL <br />61.. UE <br /> <br />C CONe. SILL <br />rMJJ. <br />1_, / I <br />08 <br /> <br />- <br /> <br />- -~~AL-~~.~' ,..........--~ <br /> <br /> <br />\."3 OR '4 REiNfORCING BAR <br /> <br />. <br />(Q <br /> <br />If <br />[ <br />~ FILLED CELL WI (1) i5 VERTICAlJ <br />II <br /> <br />I <br /> <br />tJO <br /> <br />WIND\ <br /> <br /> <br />\ <br /> <br />I <br /> <br />OPENING <br /> <br />;!)~ 4 ,sA -l'!~F' ".?P-b~ <br /> <br />25' MiN. LAP <br /> <br />',,;{?,;c' ~i~:',~<' ..... TYPICAL WALL oSCTJON <br />~8",~~,.""', '. " <br />~"{IJ.,'":,''' lei., ,'. :"" : <br />~Q;.~:ft~:'~:~;~~"; . ~ ~ ~ <br />~-t '~.~<l.. . <br />ii',. .~. /Pi,p . ~':'. <br />r'~: : :'~~/; , 1. ~ -- ~ <br />"11 . <br />,~.q'1: ,~,.,' '. <br /> <br />,.~~ ~; ~5{}(<':', ',< e'O" <br /> <br /> <br />~ ~ \. "" t r I <br /> <br />.(~~;kI~r:~~'~"'::, ~ "'- :. ~ <br /> <br />". l~ I ""~~/ ('^l....~.~..~ ' ~.; "l to <br /> <br />.. i; ~::r\.~."klNiib~cINu eAR~l' '. .... <br /> <br />, "': y,," A'" .,t; ~ " y1 ~ <br />, (." -' ,.,! i>! -. " :.i"> <br />t :~4~;'. ~~.,~. ~I! ',h v~ <br />iii. 1~-/.;;' t~ '" ....J. t,,~' .. t' <br /> <br /> <br /> <br />· . '~i~ :f~"~f'~::" · <br /> <br /> <br /> <br />,....',{y..... ,-". ,: , <br /> <br /> <br /> <br />=~.~~tt.,,",,'~, 0 · <br />i'il-,~',1n":' .,"'. '. ,,' .S ~TP. ..l~ 1-400K. <br />r: .'" .., .. ., ~"I!<~r<~' w:--- ' <br />'~:r.jr'fi..~':r ,". .". _ .' ' '. .~" ,,".','---r <br />?En~t~:;~;::: \ ;,':~; ':." "'~l ,pi,' <br />I', ";'~ ';": ",,~,.._.._.........._---..J <br />" . J .J~:' .. _ " , . <br /> <br />, ;i:..' ~ " ... <br />I~.. ;~~/.. l~ '- . .' t. ,~ ~ <br />~\ "~.1:~%', . ~ ~~:. .J . <br />tA',~f.i,ii,:>;" '- <br /> <br />pF" "~~~~:1\'; . ". <br /> <br />~ ~ . "'1,: " <br /> <br />'. 'j ,.'"1.' <br />'.1, <br /> <br />-- <br /> <br />(A'\ <br />&cALE; 3/4"_\1.011 1 S ~ <br /> <br />, <br /> <br />TYPICAL LINiEL. A€>o=M61.. y <br />OCALE. N.f.&. <br /> <br />SECTION (;\ <br /> <br />ecALE. 3/411.I'-e>I~ <br /> <br />r'<.'<.-.............- ..- - ____ .:;-7r......,-...~ -- ...-" <br /> <br /> <br />~5 REINf'ORClNG 8AR <br />~F' eF'btC~ <br />J:' 36- MIN. LAP <br /> <br />,~~~~~-wc~W'~~ <br />~ REINfORCING BAR <br /> <br />- <br /> <br />.f' <br /> <br />::~-1.~F ep-.kL~.E <br /> <br />. <br />'" <br /> <br />I~~ <br /> <br />. <br /> <br />TOP SPLICE <br /> <br />OUBLE lOd <br /><-lit <br />~~ <br /> <br />SCALE: 3/4"sl'-0' <br /> <br />/2"X4" STUD @ 16"- O/C <br />SIMPSON SPl @ 80TTOI~ Ir~/2"</JX8" ANCHOR SOL T@.l'to/c <br />& SIMPSON SP2 @ TOP Wi 2"~xJ/16" PLATE WASHc.R TYPICAL <br />PLATE <br />J rVfflF' <br />I ~ / I <br /> <br />~~:~~~-"---~--, T-'~-;(A' :-'-;;.~:~~;;.f ~ ' <br />''<?:'0~~.' , "'.. V/0(~ 31/2' M;) ~ <br />'\.~~)// . ~ ~~~ <br />"//1' </<:<,((;<'A~77" ~<!7 <br />(2) 5 C \~ . ">>>/>>>-';I<}'\."'~"-.'\. NOTE: <br /># Ol~ r. / , // /,/ // (/)/ / HIL n 1/2'f K'MCK Bot. T \I <br />_ WI 4 3/4' EMBEDMENT MAY <br />NOTE: ,-8 "-4" 8' BE USED IN UEU OF' ANCHCR <br />SEE TYPICAL BEARiNG WAll @ STEP>( ,f" BOLTS. <br />fOR ADDITIONAL INfORlJA nON . <br />TYF'ICAL. INTERIOR BSARIN6 WAL.l... (Z\ <br />5CALE: )~"::1'-0" \!:..3J <br /> <br />~~ <br /> <br />~~ <br />~~ <br />~,; ~ ~SIMPSON SP2. .~ <br />.~ ~ ~~~. (TYP.): <br />. ~& ~,~ ; <br />, ~~ t::: <br /> <br />~~ ....L---2-ROWS 16d NAILS STAGGERED@ <br />16" ole EACH fACE OR 3-RO'NS <br />,,; 16d NAILS STAGGERED @ 16. Ole <br />FOR 2'x10' OR CR(A TtR: H(AOtR <br /> <br />2-SIMPSON LSTA18 . <br /> <br />,-- <br /> <br />NOTE: <br />PLA TE LENGTHS MUST BE ./ <br />A T lEAST 8'-0" LONG. TYP tAL <br /> <br />SPLICE OVER STUO <br /> <br />~ <br />DOUBLE TOP PLATE~ <br /> <br />SIMPSON SP2 CONNECTO;~ <br /> <br />,.\ <br /> <br />, - I~~~ <br />~~<:~l:.' <br />l<;:::: ~r:; '.. :r~ ~ " 16d NAILS 0 <br />~I ~).. . :." \\~\..:. '-"'" <br />, .~t.' " \\~. 16' ole fYP "- <br />,.,,:,::::,,~\\ -':.' "',~\'>' . <br />" (I <br />(~1O 0 0 <), <br />~W- . <br />ejm~eon 5trone" Tie <br />MAe <br /> <br />.' "': <br /> <br />v <br /> <br />"~ <br /> <br />. <br /> <br />SEE UPLIFT SCI-lEOULE <br />J:=OR UPLIFT CONNECTIONS <br /> <br />,/ <br /> <br />"~ <br />~ <br /> <br />"'-BOTTOM <br /> <br />10d @ 8" ole <br /> <br />f\ <br /> <br />v <br /> <br />QUBlE HEADER wi 1/2~ <br />fliTCH PLATE <br /> <br />. 5CAL..E:lt-~ '.'.I(.;.r~1l <br /> <br />TOF' F'LA i5 eF>l...lCe oei AIL. <br /> <br />, <br /> <br />V2~X4" STUDS 0 16~ Ole <br />~ <br /> <br /> <br />, . <br /> <br />'r'" <br /> <br />RECESS fOR S.G,D.'\. _JARIE~,_ <br /> <br />"" r W'/v'F I <br />~ X" d.~. If <br />- ~t=' ~.......-~,.--tf.---.....---I <br />? ~ J:___~___ ..__-........ · .# '//',/' <br />'" _1. ... ' " ~..... c-.//~).. <br />- ~ ~,,~"'-:'\.'\.. '\~. ' .: ,-::<0' <br />~'i/~y/ ://v~>%~y <br />(2) #5 CONT. ~~" .....<~0-'\( ",,<, ' <br />4' 1'-~' 8' <br /> <br />z <br /> <br />t~ <br /> <br /> <br />to <br /> <br />'& <br />O. ~ " <br />. , <br />'.0 <br /> <br />, <br />.~ <br />~ . <br />. I <br />." <br /> <br />\1/ <br />~ <br /> <br />~~ <br /> <br />I "",SINGLE 2~x4- <br />VCRIPPlE sruo <br />TYPICAL <br /> <br />V 2~x4~ STUDS TYP. <br /> <br />", ',~ <br /> <br />..,. .' <br />~,~,J: ',j i . i<::. <br /> <br />~~ >~,~. "';.'.' -'" <br />~ff:"}"" " ,. . <br />~~\..~l'~; '>. .- " Y'. . <br />- ";J:r/~'l~ ; ,'. . , .- <br />''';f'" 't'"1,;'" ,"."'. .,: ';' . ' <br />:)j~:f ~.f~ ~ ( . Of ~ J' <br />~'*:i." ~ .,~;", 1., . " <br />. ,..,~ ~::il ", '. . <br />~.:~~N:~ '~,.,~<~, ':.' .- <br />'l',:-'-",;, ,".r', ~ . . ....,' ,'-, <br />".t. .. -.... ~:' .-, <br />.,~ J':; ',".\ <br /> <br />')}t,;t* '-~'~.~';" ';'",;; . . <br />~'~""t l~ L .... . <br />~:f~,~~~:;,~ ',':,:;": ..~ '.' <br />dt':f/}.;'~';' .,"; ',- '.~ .. ',; <br />~ -~_.' '.'~ i' '.' ' <br />.''..y ;.; <br />c-l'>" \; <br />: ~:~'4'~ <br />,t", f~~,:. \..,.; .,.~,,~, . ' <br />~'-;' . .:, ' <br />~1i' :'l'~ ~ <br />'.\0 <br />;. <br /> <br /> <br />(1) #5 VERT. IN FilL CELLS <br />(SEE FOUNDATION PLAN & NOTES) <br /> <br />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br /> <br />- c=" ~ >- <br />~ ~ <br />~-=- ~. <br />- ~ <br />.. - <br /> <br /> <br /> <br />"\~' ! <br /> <br />~ <br /> <br />NOTE: <br />H{T1 ..1/2~<f> KWlCK BOLT It <br />W 8 MIN, EMBEDMENT MAY <br />B USED IN LIEU OF ANCHOR <br />BOL TS. <br /> <br />V (2) ROWS Of 2x BlOCKING <br />AT 1l1lRD POlN TS <br /> <br />Z <br /> <br />~~o <br />~~o <br /> <br />/) <br />0,:) OOt? <br />c-.-wlvo <br /> <br />.... <br />1(~IMPSON HD2A VI 5/8'0 <br />HIL TI, KI,JII( BOl T II ANCHOR <br />VI 6' EMBe:tMENT UNO. <br />\ <br />P. T. BOT. PLATE <br /> <br />~ , <br /> <br />.... <br /> <br />'~~, ~ <br /> <br />. I.lS <br />-TO~:FLATV <br /> <br />, . <br />. . <br /> <br />l~ <br />HeAOER OerAIL.. <br /> <br />I <br /> <br />, <br />'It" <br />.1 Z <br />2 <br /> <br />V1/2"~X8- ANCHOR BOLT@all"o/e <br />wi 2"<f>x3/16~ PLA IE WASHER TYPICAL <br />SIMPSON SP1 @ BOT. PLATE OR SIMPSON MAS MUDSILL ANCHOR <br />~ '.i @ 48" OIC WI 6- 10d x 1 1/2- <br />for' r'N'NF <br />.~ / I <br />"1 ~ ....... - -~.i. - - - - -.- -.,.. - -....... - ","'- <br />o J.. I ~ ",..' . '1 <br />.' ~ I_____~___--?- ~ .. ~&. /:,V/;:'/,/;-:'/' T <br />- (,3 1/2" MIN. >~~~ v .' . ..d:~~'0/" 3 1/2" MIN. <br /> <br />7~RZ~~~<;0> <br />(2) #5 CON. I 4" <br />IT;-I 1'-4' . <br />~{ ;(~, <br /> <br />.,;p . 7 <br />:.,. . <br />. .'. <br /> <br />~l/:"; :\( <br />L l:/::l~.:~ <br />~-- <br />€>Impeon otrong - Tie <br />MA62 ~ <br /> <br />· UP.L1FT CONNECTIONS REQUIRED AT <br />lOAD BEARING WAllS <br /> <br />. <br /> <br />· TO mE 8EST Of THE ENGlNHR'S KNO'M,.EDCE AND BWEF THE <br />STRUCTURAL PLANS AND SPECif"fCA nONS CCMPL'( 'MTH niE <br />STANDARD BUilDING COOf:. 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