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<br />Sl()( WAll HEAOCR ATTA~ED TO
<br />," , 2" , 0.044" CR B€TTER M~
<br />~IN. 2 110 , 1 1/2" SJ.,jS
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<br />SlD{ WAll PVRUNS ATTA~ED TO
<br />," , 2" x 0.0."'" OPEN BACK
<br />~11-1 I.I\N 2 {10 , 1 '/2" 9.lS
<br />IN S0<EW 80SS<:S
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<br />0.019" ALUlA1NU!.I COYER PAN OR W1TINUoos
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<br />1",2"x1)(}4.." OPo. 8ACK
<br />AnA~ED TO ~T PDST
<br />~11-1 110 , 2" S1~S IJAX,
<br />6" FR()l,I EA~ PuPUN
<br />ANO 2.." O.C.
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<br />T'r"?1C--'-L. cu-.ss ~ \lrC11-I SCUD ROO'. T'r?\CAl FRWT V,E.. FR.IJ"liNG
<br />. (K(lc;-,T (j' u~G<iT rs ~C:ASl.JRED ~
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<br />18 ' S/8" CDRROSiCt, RiSlSn~
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<br />Q,c.. AL T'E~A TE 18 x S/8" $)..IS
<br />w/ 1/2" DiAME;ER WA~ER..
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<br />FRONT AND SlD€ 80110\.1 RAJlS
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<br />,/..",2 1/.." !.IA~RY 1)J1Cl< SO
<br />o 6" FR()1..j EAOi POST AND 24"
<br />D.C. !.lAX. ......D wAllS A I.<iN. ,"
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<br />TYPICAL CORNER DETAiL
<br />~ - 1/,"x4" LAG 8CU"S =-Ff-= ~
<br />N/ I 1/~" rENDER I'(ASHE~ L'
<br />pu<: ..' ?A."EL ACRDSS 11-IE: ,-t-- __~_
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<br />POST A TTACi1ED TO 30TTI)l.j '''iL
<br />w/ l./iN, 3 110 . , '/2" /
<br />IN S0'~'111 BOSS<:S / ----;7<--7
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<br />1/'" x 2 1/'" IJAS(.t-;R'1' \ Ii - ~
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<br />POST A.'fD 2.." O.c.. I./A.X..
<br />TYPICAL UPR:GH T DETAIL
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<br />Z".2 8{AJ,,/ AND o:-...1.'1..NS
<br />!.lAX. C0LIJ~NS, S? ACiNC
<br />~E TABLES
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<br />N{) TE s.:
<br />1. INSTALl R1GlD FOAM INSULATlON INTO AlUI.<iNV\A ROO' P........
<br />2. COVER iNSULATlON ~11-1 0,019' PROTECTCR PA."EL \'fI11-I Ol/(RlJ.P'?\NG S<:AMS.
<br />3, iN$LJLA TlON PANEL SHALl 8{ Ct.OS<:D 'M11-I ALU~INVh( ENO CJ.P TO SiOJRE ~cr"'ENT
<br />...."D TO DiSCOURA~ 11-IE NESTING Of' 'MLDUFE A."D OR iNS<:CTS.
<br />4, PROTECTCR P...."EL 'MLL at SiOJRED BY F3 ' S/8" C~S0'< R(9STI~ wA.$l--<ER
<br />H8-DED SCRE'K.;
<br />5. ~w PAT:EF;N \<,ILL BE 12- ON ALL PP:!.IETERS ...."11) 2.." 0.: FlELD 0'< E.AOi P.......EL.
<br />6. Al..U~iNl..il.C END CAP W1LL BE A TT A~ED 'M", 3 18xl/2" COIRROSlON RESJsn~ WASHER
<br />HE:ADf:D SCRE'K.;
<br />7 S<: AL ALL SV>Ew HE ADS \<,111-1 GAUlK1NG
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<br />A1..UU<NI)1.I CD~R CR
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<br />kEAD€R ATTACHED TO POST
<br />w/ !-,jiN 2 {10 x 1 ,/:"
<br />1'1 ~ 80SS<:S
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<br />2"x2". 2",3". CR 3":<.2"
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<br />NOT'ES:
<br />.......CHCR ," , 2' ~ eAO< EXTR'JS<1)l', '11',,,, TAPCCt--I ,/.." , 2 '/4" LENG'71-1
<br />CR EWAL VAX. Of 2'-0" O,C.
<br />....'.JO-IOR 10 WALl Wl11-l I 1/T' {10 SlJS .....11-1 wA$riERS 2'-0" 0 C $PAONG
<br />...."CHCR 8U.J.I AND ro..l:~ KNIT BUJ.O ~TH ......CHOR Ct.rP;; ......D 110 S0<EWS
<br />....'iD WASHERS
<br />2 1./1:-< su,B T1-1lD<:.-itSS FO'l sua Ct< GRADE IS 3 1/2" CONCRETE
<br />:;" xl_fC: ~f<T .....ALL 8EOJJ FRC4.I 1t--.811 U$NG LAR~R "A" YAlut: CF
<br />1'1/2 OP 1'1/2 + O.H.
<br />4, "'f< IS QEAR DISTANCE FRCiA HOST S"RUCTlJRE TO FR"Jn /tALl 8[AM
<br />
<br />FASTENED O€:TEF:lJINEO PAN OR C:a.lPOSlTE P.......ELS
<br />SA-XU ~ CCt<STRUCTl~ / Ux CORROSJON RESlSTl...t S-CRt~ PANS
<br />Of hOST STRUCTtJRt / ...."Cl-1CPED w/ {10X1/2" 0 J/P...." INTO
<br />~ / RfCE,o.,1NG CHANNEL "'-'1D , 110,'/2" 0
<br />HOS - / I RIDe<: CAP !X*i1-.EcnCN TO RfCE'V'cNC
<br />S","CruR< . ~.~-h "''''NEe ',,",,",IT '^"fLS ,.:
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<br />~_ 1MRwCi' RfUIYl.'<G ()-<.......NEL FR~ TCR
<br />W..t~CTI~ Rt:WIRl:D '-----.. I CAULK All C,OONEcn~s
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<br />(SEE OCTAiL) ---........... EXTRUDED IY 8f'.tA!<JJETAL HEAD€R
<br />00.32" "',N
<br />
<br />CClNNECTiON TO HOST STRUCTURE
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<br />
<br />
<br />J 1/2" CCX'JCRETE stAB 6x6
<br />'1(...,.5. 00 f'BER l,lESH CC~TE
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<br />EACH S,1)( Of' EACH DOS T 0) 2""
<br />O.c.. I.(AX. CR 1MROJ01 ...."cu: 0
<br />2.." O.C. lJA)'_
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<br />_ EXTR'JSiCJ-< Fi: R TABLE
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<br />HOST STRUCTURE OR FACA &: S\J8-FACA !X*iNECT1()N RfW1REl,lENTS FlY I/moos
<br />LOAD COND<TlCtiS
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<br />1,\ SOO ENE v AJX::F<. BARRiE R U NDt:R s.A8 S
<br />HAYlNG SRuCTtJRES ABOvE
<br />WELL CCW'ACTED CLEAN F1LL OVER SACR1flCO
<br />NA MAL SOL 90:': ~LA TlVE DENSlTY
<br />cr.x--<c. FlUiD BLOCX ST'ElJ WALL 8x8,16 ClJU
<br />6"xl2" Co/;C FoonNC 'M'71-1 1 IS (.Wi
<br />LOCA:e: ON UNQlSTtJR&D NA TlJRAl SOL
<br />, r5 ...tRT AT ~1-iERS A."O 0 10'-0. OC
<br />RAISED PA TlO FOOTlNG
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<br />Gl.ASS R0OI~ S
<br />HOST STR1JCTURf 100 l,lF1-\ '",0 l,lF1-\ '20 l,lF1-\ 221/'Y .321fSF S71/'Y
<br />I CDNCRETE 1/4"xl-1/8" C"'vNCRETE SCRi:WS 0 12" OC.------>2 0 " O,C.
<br />2 w<'./){) FRAME 1/4"x2" LAG SCREWS 06" OC.------------>2 0 I" O,C
<br />
<br />S.CRHN, V,Nyt. AND CARPCRTS
<br />HOST STRUCTURE 100 lJP1-<. 110).(PH 120 ~P1-i 221/'Y 321/':;;: 571/'Y
<br />, CONCRET'E 1/.."x1-1/8" CON~TE SCREWS \) \2" 0.c..------>2 0 I' O.C.
<br />2. 'HeW FRmE 1/4"'2" LAG SO::EWS 0 12- 0.C.----------->2 0 ,. D.C.
<br />
<br />~TES: ~ SiR1JCTtJRES SHOOLD CCtiNECT TO TRUSS BUTTS IY 11-IE SVB FAO'"
<br />FR.AJ.@C 'M-iERf POSSlBLE ONL y 15~ OF SCR(':'l'$ C~ BE OJTSlot: 11-IE
<br />TR1JSS BlITTSjSl.J8 F ADA ~D friOS<: AREAS Sl-1ALL HAvE OO..iI31..E ,t.J.J0-!0R$
<br />
<br />AU SCREWS iNTO TJ-IE HOST STRUCTURE $riALL HAVE MIN 1-'/4" WA$riERS
<br />CR SHAU BE WA~ER HEADED SCREWS
<br />
<br />~0'1:: NO FooTlNG REWIRED EXCEPT 'M-iEN ADDRESSiNC EROSJON
<br />
<br />2' -0" MIN. Lo'iN. 2500 PSl CONC. w/
<br />BEFORE: SlOP€ 6x15-10xlO W.'.I/, ~ESH OR
<br />
<br />3 ~/2"'~ FIBER ).(ESH T'r"?1CAL BAR
<br />
<br />1oI1N. :; 1/2" SlAB 250) PS1 C0'<C
<br />6x€-lC-xIO 'IoI,W,,,,", M F;&:R I.IES>;
<br />
<br />I.<iN, IN CO.~T'E
<br />
<br />Y AP<"';p' 8""~ EP
<br />
<br />POST TO BASE Ai'~D POST TO BEAM DETAi,_
<br />
<br />iYT'OtO-L COt<C?ETE CAP I i
<br />8LOCX CR BRIO< ~
<br />
<br />, I' SA.R CONTiNUWS
<br />
<br />A."CHOR ALUW~I)M FRAME
<br />TO WALL CR SlAB '~11-1
<br />1/4"x 2 1/2" TAPCON OR
<br />EWAL 6- TAPCOO STYlE OR
<br />
<br />2" x 2" OR 2- , .3" OR 2" 9.18 POSi
<br />....'iCl1CR I" x 2" ,D.O"'" ~rr
<br />TO CONCRETE '...,11-1 ,/," x 2 1/2"
<br />CONCRE T'E A.',OiORSIII '71-1,N6" C~
<br />E"'~ Slot: Of' EACH "OST 0 2'"
<br />O.C. MAX. 00 friRooGlH ANQE 0
<br />24" O.C. J.U..X.
<br />lJIN. 3 1/2" Sl-AB 2500 PSi
<br />6x€-ICxIO '1-/,'/0.-" OR Fl8[R
<br />
<br />
<br />2" x 2' x , /8" AJ,GtE EACH SlOE
<br />ATTACH TO ROST A."D W1~n:
<br />A T LOAD B€ARING .....AL:.. 'M frl
<br />2 110 x 1/2" SlJS EA~ SlOE
<br />
<br />
<br />I
<br />J
<br />,
<br />
<br />8" x 8- x 16" 8LOO< WALL
<br />DED< CR
<br />CRWND L YL
<br />~ 1 (4 BAR AT CORNERS AND
<br />..'-0" O.C. FlLl CfLLS ~O
<br />KNOO< w T BL OCX i OP
<br />CooRSE ',0,1 11-1 .3000 PSi
<br />PEA ROO< C~CRE TE
<br />
<br />!.IAXJ!-,jU~ DIFfERENTlAl IN
<br />SOL HEIGlHT
<br />
<br />.'2"
<br />.~
<br />I .'8" ...',
<br />
<br />I~l~
<br />
<br />," , 2" EXTR1JSlON
<br />1 , /S' l,li... IN CONCRE IE
<br />
<br />
<br />HO~, NOt ....,..,. ro<O'l:" 0<X1 l
<br />IofOTF/f:~.R( aI($I-l "l
<br />FLA T SlOPE / NO Foo~ING MOO€R'" T'E SlOPE FOOTiNG STEEP SlOPE FOOTING
<br />:) - 2-/12" 2"/'2" - 1'-10' > \'-10'
<br />
<br />SLAB DETAiLS ADDRESSI~JG EROSIO"< JOB NM1E_
<br />
<br />
<br />ADDRESS. ,
<br />
<br />cul~,
<br />~
<br />r-.. ~~
<br />
<br />2 114. BARS !.IiN, 2 1/2-
<br />OfT GCRwND
<br />KNEE WALL FOODNC FOR SCREENED ENCLOSURES
<br />
<br />VAPIY B....RR1~~
<br />
<br />ALERNATE POST TO BEAf..A AND PLATE TO CONCREE DETAIL
<br />
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