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<br />[DC:f; 3EAI.l <br /> <br /> <br />FRQN T AND Sl!)€ eo TI CI.I RAlLS <br />...TiA~ED TO CONI~(i! 'tl\i"~ <br />1/'.>:2 1/" IJ:A$ONR'f ClJIO< SET <br />o S' FROIol EA~ PeST .......D 2" <br />O.c.. !.lAX.. ANO wALLS A 1ooIJN, l' <br />FR()I.j fJX;€ OF CONO<S! <br /> <br />1 - >:2 - .0 0<<" OPEN SAex <br />ATiA~ED TO F"RCNT POST <br />....1'\-; "'0 . 2" SUS IoIU <br />5" FROI.l EA~ PvR1,.IN <br />AND 2'" Oc.. <br /> <br />SlDE: WAU. HE~ A T7.t.O-iED TO <br />,. . 2. . 0.04'" OR ~ lOo1~ <br />1.41'"', 2 (10 . , 1/2" $lJS <br /> <br />SlOC wAU ~~S ATTA~ED TO <br />," . 2" . 00<<" co>VI BAO< <br />'M1'\-; J.4I~ 2 (10 . , '/2" SUS <br />IN sa::: E'*' eosse: S <br /> <br />rR(:N T WALL PIJRUN <br /> <br />TY?ICAL CORNER DETAil <br /> <br />, - '/'"x'" LAC eCX,TS 8 t AUJUlNU~ COVER CR <br />'fIt/ , 1/'- F'E."D~ wASHS~ L, " .---:-r 3- STRvCT1.JRAJ.. !-o"SULATtlO <br />P-;:R " P A."iEL A~S i"rl(. A!.UUlNV~ <br />~T ,.....D 2" O.c.. Al:>iC l <br />~S ('JltAl.."<-ON) ~ - HEAOC~ AiTAO<[D TO i>'OST <br />[!J W/ 1.l1N. 2 f10 x , 1/2" <br /> <br />""'"','. d:H~OW / 1]:~ ;:';,:,:'~". <br />S<:r $?",,"i ,ABLE H!:.~~ _ HOUC'N S2E 9....'" iA3l.f$ <br />L L,. <br />-.:!-- ........j F' OFt SN.4? E:X7'R'_ '$JON S <br />CH,<.;R P.All A.'1D KJex ?LA iE , ~ <br />2.>:2"x\l0<<. HOU.OW R.AlL U CHAJ~ ~All.. An.t.O-iED TO <br />?CST W/ \11M. 2 (\0 . , '/2' <br /> <br /> <br />~ ~ IN so:<!'f1f ~S <br />i>'OST AT'TACHf;D TO 90no... ____, ,'" . 2' . O.~. ~N SAC< <br />w/ I.l~"". 3 f10 " 1 1/2' ~ <br />IN SC;R:fw 80~S _ ~ BOnc-.l RAil <br /> <br />,/," . 2 '1'" I.lASONR'f ........ <br />A."IO<O~ 0 5" F'RQI.I V. C~ ,. <br />i>'OS T A.'lO 2'" O. c.. WAX.. <br />TY'?ICAL UPRIGH T DO AlL <br /> <br /> <br />4' <br /> <br />ANCH~ ," x r x\l,O<<. ;>LAIt: <br />TO CONCRETtI 'Mi"" 1/'" . 2 \/2" <br />~~It: A.'I01ORSlI/li",;L'o; 0" >Y <br />EA~ S<< OF ().Q-; ?OST 0 2'" <br />0, e. I.(AX. iY ~00l ANGlE 0 <br />2'" O.C. WAX. <br /> <br />2".r _ ~ ~ TABLE <br /> <br />J f1 0 x ," $).IS INtO ~ StOTS <br />," . 2" EXTRUSON <br />1 1/S' IIIN. IN ~iE <br /> <br />I.CIN. 3 , /2" SlAS 2500 ?'Sl CONC. <br />6~-1oYl0 W.W.M. OR ~ l.IES.~ <br /> <br />POST 10 SASE AND POS1 TO BEAM DETAIL <br />2" x 2" OR 2" . J' OR 2" ~ :>OST <br /> <br />.....'1Q-1~ ," x 2" .0.0<<" ;:>',-" It: <br />iO CONCREre: WI1'\-; '/'" . 2 1/2" <br />CONCREre: A,'IQ;QRS 'lI/li"HIN S' OF <br />EAQ-I S/O€ OF ()'CH :>OST 0 2'. <br />O,C, I.\!\X. OR 1'\-;ROUOOl A.NCU C <br />2'" O,C, I,,(A.X, <br /> <br />I,,(lN, ~ \/2' SlAB 2500 PS <br />5~-'oY10 W,W.I,,(. Co'l n8(R <br /> <br />2" . 2" x '/8'" ANCU ~ SlOE: <br />ATiA~ TO POST AND ~TE <br />Ai "~AD BEARlNC wA.Ll \of.~ <br />2 110 x 1/2" $l.t$ e:...0' SIC( <br /> <br /> <br />,. . 2- EXTRVSlON <br />1 1/8' 1.11."<. IN CONCRE;r <br /> <br />ALTERNATE POST TO 8E4.M AND PLATE TO CONCRETE C~7':"il <br /> <br />~. ,,1- 6(-'U so: TI-8lE 4 <br /> <br />O\l(~""",C V~S + <br />2'-0' IJ:"-X. <br /> <br />-t <br />I <br /> <br />~ 1/2" sv.a QI; <br />~ <Y RA.:$W <br />rOOTINC <br /> <br />y <br />IlAX. <br />~i ," ~" <br />~1'H '4 <br />VA.RttS ~O l.l"-x, (E EV. ~ <Y ON GR~\ <br /> <br />. -H. <br /> <br />i1'?ICAJ.. C<...A.SS ROO\.l '''''~ SCUO ROOf. TY?ICAl.. ~T I,o\~,* ~~\~ <br />" (H~ Cii T ~ IJPPJCii T rS l.l(A StiRED F'RQo.J <br />TO" Ck I - xZ" ",-" re: TO eo ncw OF wAU so.w) <br /> <br />O,~ ,i w/2 [WI' ~ ~",:' <br />AlUI.ll...u.... PA.NEL CO~ -----IT ~ ~-; <br /> <br />IJ'l <br /> <br />2~ x__ S!",JoJ.I ANO w..u"''lS <br />IJ:AX., COlU1.lNS, SP AClNC <br />St:E TABLES <br /> <br />I.;> <br />~ <br />""'~O<<l. % 8 <br />l <br />, <br /> <br />"W' VARIES <br /> <br />NOTt:S: <br />\. AN~iY 1" x 2- ~ eAO< ::x1RVSlON W\i"r\ TA,:>C:O-< 1/'" . :: 1/4. L-<:-lCiM <br />OR EQUAl I.(A;(, Ck 2'-0" O,C. <br />.....>.JCH<Y TO WALl. lOo1~ , 1/2" (10 ~ wn; WASHER'S 2'-0" OC. SPAONC <br />ANQ-Ia:! 3(.>j,j AND !XX.Ut.lN IOIEI 6(,'-101 WI n; A.'IQ-IOR Ql?S ....'10 (\ 0 SCRfWS <br />....... D 'II' ASH e:;;:s <br />:: '-I1N. Sl..AS n-lIO<NESS FOR StA3 Ct; ~.ADE is :3 '/2- CON~EiE <br />3. sc:u: C T FRON T 'II' AU 6EAJ.I ~~ T AaLE US:NG [.ARC(R -A' V AlI.IE CF <br />w/2 OR W/2 + O.H.. <br />" . W" 1$ o...E AR 01$ T ANCf: F<<Q1i HOST Sl'RLiC TURE TO FRON T'" AU. El(..I..U <br /> <br />AlLNINlJIoI A. iT AQ-{l.(EN T <br /> <br /> <br />'/Z' '-liN, <br /> <br />:3 '/2" CONCRf:TE StAB 5>:6 <br />'oi.F, iY f'16ER I.l€~ ~Tt: <br /> <br />--ts <br />~ <br />I <br /> <br />l <br /> <br />'J~. <br /> <br />v....~e:S <br /> <br />s <br /> <br />L#~ <br /> <br />\1SOfJENE V A?CP. ~ UNCO-R StABS <br />HAVING STRUCTURES ABOVE <br />wE:LL C()I.@ACTED CU:""'1 FlU O~ $A~F1ct'D <br />~ n..'RAl. SOl. ~ ~ I'M: OCNST'l' <br />CONe. Fl..LED BlOO< STEl.l WALL 8x8.15 ~u <br />o.r,r CONC. F'ooTlNC 'Illi",. 1 15 CONT, <br />LOCA TE QI; UNO!S TURS(!J NA i1JlW. SOL <br />1 #5 Vf;Ri, AT COI'<N~ .....'10 0 10'-0- o,c. <br />RAiSED PA 110 FOO11NG <br /> <br />OPTIONAl.. CONC~Ere: CAP <br />BLOCX <Y i3RlO< --.... <br /> <br />, 14 9AA CONTINUOUS <br /> <br />A.'lQ-lOR A.Ll.I!.IINI.AA f"RAME <br />TOw "ll. OR SLAB '11I\ n; <br />1/4". 2 '/2" T~ O~ <br />EQI..;Al 5' T AP<"~ S iYl.! OR <br /> <br /> <br />8" , 8" . 15- 8lCO< WAU <br /> <br />j <br />, <br /> <br />l.l.v:l!./U!./ OIF"FtRENTIAL IN .'2" <br />SO\. H~'Cl-: i <br /> <br />I <br />:'. ,.,D--- <br />t-W~ <br /> <br />1 f4 :I AR ... T CORNERS AND <br />"-0. C.C. i'1u. ctu.s AND <br />KNOO< OOJT BlOC!< '7/y <br />C:):;RSE "11'11"H .>000 PSl <br />Pl:A ROCK CONCRETE <br /> <br />2 fU ElARS UIN, 2 1/2" <br />OfT CoCROUNO <br /> <br />KNEE ~AlL FOOTiNG FOR SCREENED ENCLOSURES <br /> <br />1 <br /> <br /> <br />0.0\9" A.L\)\.llS\;I,j CO~ ;>"'... 0;< W-<TINUOUS <br /> <br /> <br />'oN <br /> <br />~ <br /> <br />~ <br /> <br />f8 ' S/8" CORROSION Rt:SlSTIII( <br />W A.$l-I ER HSAeED SCRf:"'Of$ 0 2" <br />oc. AL T"ERNA TE f8 x S/8" $),iS <br />WI 1/2" !)W.lETER WASolER <br /> <br />TYPICAL PANEL <br /> <br />NO TE S; <br />1. iNS T A.U.. RIO 0 F OAAI iNSU LA ilON I ~O Al UI.Il NI.I'W R:()IY P A."I. <br />2 COVER INSl!\.ATIOl'/ WIn; 0,019" PROTECTOR PA.""-tJ. ""1"H OIlER'...A?PlNC ~s. <br />3. INSULA TICN PANt:!. SHAJ...L BE o.osm WI~ Al!..!I.IL"IV'-I (,'10 CAP TO st:O,JRE P\..AC8<It:NT <br />A."I0 TO DISC()fJRA(;t ~E NESTINC OF WlL.."UrE AHO OR INS(CTS, <br />" PROTtCTQR PANEL 'MlL 3t: X:OURm 3'1' p! x S/8" o::RROSlOl'/ Rt:9STIII( wAS-lER <br />HtADED s...~ws. <br />5. SCR(,* P,H7ERN 'MU 8E 12" QI; "ll. PERII,,(ETER'S A....O 2'" a.c. nn.D QI; ~ PANEl_ <br />S. Al!..!I.tlNUlol ENO CAP WILL SE ... Ti A~ED \',\ i"~ ~ #5.1/2' CORROSOt< RtSlSTIVE '1f(A.SH~ <br />HEADED ~'"WS <br />j, st:Al.. AU S<::R(w KEADS WIn; CAUU<lNG <br /> <br />I. <br /> <br />F' ~ D€:Tt~,llNED ? A.N OR C().(?QSli! PANEL$. <br />3ASeD CN C(N$~C7'lON / IJ$E CCRROSlOt< RESISTIVE ~ PAN$ <br />~ HOST S~UCi1JR("'N~Cf'fD '*/ f10X1/2" 0 ~(?,..."1 INTO .' <br />~ Rt:CEIYlNC CHANN8. ,A,/o/D 1 f10x1/2- 0 <br />HOST ~ RlX( CAP CO'INECilO'oI TO RfctrYING <br />Si'RVCTVRf: 0 / C--:ANNfJ.. CQI.I?C'SlTt PANUS use: <br />OR F'A.$C!A , t' 71/'" 1+1/2. 'M~ ,/," WASHEr<""S SCREW <br />, . _ _ <, ~R'CXJGl' Rt:C(JvtNC CHA....NEl. FRQI./ TOP <br />CONNE:CTICN Rt:OOJIR8:i u............... ! CAULK AJ...L CCNNECilON$. <br />(sa OCTAll) "-........ ~CED OR ~EiAl HEAD"..R <br />0,0.32" I.lIIi. <br /> <br />CONNECTlON TO HOSi STRUCT'uRE <br /> <br />HOST SiRVCTUR( OR F'AOA & SVt3-F'ACl.4 C'Ct'iS€C7lOf; R(OIJIR(I.lENTS F'iY VARlOI,.lS <br />LOAD CONOfnCNS <br /> <br />LOAD c:::;NOli1O\'$ <br />WINO \iELOOT'l' LOADS D(AD + ~ LOADS <br /> <br />cuss ROOwS <br />HOST SiR\)CTUR( 100 I.lPH nO IJ:PH 120 ~ 221/'* 321I'Y 57,/SF <br />1. CONCREre: 1/,".,-1/8" CQ!ol<Ytre: SCR(\flS 0 12" O,C.------>2 0" O,C. <br />2 'JIoIOOO F"iWoIE '/'">:2" LAC SO".fWS 0 S" O,C.------------>Z 0 I. C.C. <br />~t>I..V''''''I'1.. ANC ~TS <br />HC$T STRVCTURf: 100 I,,(PH 110 I..lPH 120 io4~ 2211'* 3211':F 57'1':F <br />,1. CONCRETE l/+"xl-l/S' CON<YtTE SC^E'/rS 0 '2" O.c.------>2 0" O,C. <br />2. \110OO ~~ 1/."xl' '-"13 ~WS 012" 0.C.----------->2 0 l' 0.;, <br />NOTES: "lliQOO STFIIJC1\IR!S SHOULD CONNECT TO TRt.;S'$ BUTTS OR no{( sue F'AOA <br />~lNC ~tRE POSS81:: ONL 'I' 15~ OF SCRE'~ CAN BE Ql..;TSlDE THE <br />i'RUSS 9UTi'SfSU6 r AO~ .......0 f1'1Cs( A.~E.~S ~Al.~ HAvE DOuBLE ANO-lOR'S <br />AU S~E'N$ iNiO 1'\-;E HOST ST~UCn:Rf: $riAL.!. HAvE '-111'1 1-1/'" WASHER'S <br />OR ~AU B( WAS:-'1E~ HEADEl S~E\flS. <br /> <br />NOTE: NO F'ooTING ~OOJIR(D ::XCVi '1lHE~ ADDRESSlNC ER090N <br />2'-0' 1ol1N. "'IN. 2SOO PS CONC. '1'1/ <br />BErQR!: SloP€ 61<15-10xl0 ~',J(, uEs;.; c;< <br />r--t F'16E~ ~E ~ TYP1CAJ,. <br />~ 1 IS BAR CONT. i #' BAA CONT <br /> <br />J1/2~T~ ~ <br /> <br />..o~ "'10 ...,... ~1t 0<:0 ~ t81, <br />>00' ~ _ ..c;.. ~ <br />F'LAT SliYE / NO ~OO'lN(: IoI00€:R4i! ~C>P't FooTlNC STEEP SloP( F'ooTINC <br />o - 2"/'2' 2'/'=' - "-10' > "-10' <br /> <br />SLAB JE'TAllS ADDRESSJNG C~CSION JOB NAME <br /> <br /> <br />ADDRESS <br /> <br />IJ'l <br />~ ~ <br />~ oOJ) <br />~ -5 ~ <br />'"" 0:0 c:: <br />""~ '-'Q; <br />~6 ~c. ~ <br />iE~ ~o Q <br />~ 0<:< ~ <br />Za ,., i <br />0< QIJ'l g; \..J <br />~3 ""~ - ':: <br />~ ....0 L,.,l.... <br />9';i 0\.... C < <br />V1- ~o 03 <br />-Vlw~ u::: <br />~ow8~ ~ ~'" <br /><08 u'-'.... c c..<C <br />:3I'-'u ""00... 0 : <br />~ <.-'~ r ~ _~ <br />o$,'i ~(.)::::; z'" <br />z:~"" 0- ""0 <br /><W~ :::!fZc:i 23 <br />",O:""25o.;;;Z;:'; <br />z:<~ <1J'l0 <w <br />I.;>l/l<., 01.;>_ I: c.'..i <br />Vi'" a: <:'..> < 2$:2: <br />\oJ':W <a<...l': < <br />O:i'; ~:;,~ < 1J'l;;:; <br />l.-.l< <...J r..,) <- <br />=CZ:t... -~~ C ><~ <br />-00 ..n~o = ~~ <br />r-,;....j <br /> <br />.,. '" <br /> <br /> <br /> <br /> <br />I:~ <br />h~ <br /> <br />0)0 <br />$I' '" <br /> <br />~ <br />~... <br />~~ <br />~~ <br />g,..> <br />@~ <br />t;;'l J::: '" '0(' <br />!.:...:J.4. = f"'- <br />~ N!'. <br />~O'$"" ....~ <br />l!.!..! < r--. ,. <br />-..:;<:; <br />W ~I'~ <br />~ 0 0 ~~ <br />@ I c: 0 i <br />Q....... Q .CJ'I ~ <br />I::::li i:j <D ~-I""'oo <br />I::b",,""<':> <br />"='z....z~-;- <br />~~~g~g <br /><L.Jo ~-- <br />.....lo:;~x <br />d-~~9~ <br /> <br />Sl-lEET , <br /> <br /><1J <br /> <br />()> <br /> <br />~ <br /> <br />DRAWING If. FOR 1 PERMIT ONl \( <br />