|
<br />
<br />(1) #4 BAR AT CORNERS AND 10',0"
<br />ON CENTER FiLL CELLS AND KNOCK OUT
<br />BLOCK TOP COURSE WITH 3X'O PSI
<br />F'EA ROCK CONCRETE
<br />
<br />8' x 8" x 16" BLOCK WALL (MAX, 37)
<br />
<br />l' x 2" E;lG'RIJSION
<br />
<br />~ _ POST SIZE DETER\lINED BY
<br />! - if ~ ENGINEERING TABLES
<br />I or-I
<br />
<br />~_ ; f-:----,-- , ll:l ~, "4' DtN~ETER THRU-BOL TS
<br />
<br />",'0.., l: f- h ~
<br />\. t -f ';17
<br />
<br />~___: ow ,/
<br />
<br />r1 //---
<br />" -l ;'
<br />r-l
<br />H,i ____
<br />r::~l
<br />r1'1
<br />~:~1-~- --,--
<br />
<br />~ '
<br />
<br />R'SBON FOOTiNG CR MONC'_'7"C - ---,-----, '----, ~' 'r- . - ..
<br />iF YONOUTl-1IC SCAS is L;SEC SEE NO,ES "'. "-_.
<br />OF DEi AILS SELC'f',' ~--
<br />
<br />~
<br />:<:
<br />N
<br />n
<br />
<br />ANCHOR ALU~~,NUM FRA1~E TO WALL
<br />OR SU,s WITH 1W x 2"r" I.OASONRY
<br />ANCHOR WITHiN 5' OF POST AND 24'
<br />0"< CE"<TER YAXiMUM
<br />
<br />I') #4 BAR CONTiNUOUS
<br />
<br />A.'-;CHOR ,. x 2" x 0,044" PlATE TO
<br />CONCRETE WI1t1 '14' X 2.",2" CONCRETE
<br />A.'-;CHORS WITHI.'; 6" OF EACH S'DE OF
<br />EACH POST AT 24' O,C, MAX, OR TI-iRCUGH
<br />A.'iGLE AT 24' O,C, fAAX.
<br />
<br />OPTIONAL CONCRETE CAP BLOCK
<br />OR BRiCK
<br />
<br />'-----~
<br />
<br />(~) ~5C! BAF:<, CR (2) =:.42 2.AQS
<br />f/,"< 2,'/2' CO'lER
<br />
<br />'1,,'<,3-' '2" SLA3 2:-JO PSI, CC,',CR:::T:,
<br />6 x 6 . " ~J J. ~ C "',~~QEQ'f"\-'IRE ~-AESH OR
<br />FiBER ~.-iESH C:'NC.~ETE
<br />
<br />YAPOR SARR:ER UNDER CONCR::E
<br />
<br />/- 12' /
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />POST TO PLATE TO CONCRETE DETAIL
<br />
<br />--/ 8' -'-
<br />
<br />-"-8 ~
<br />
<br />12- -r
<br />
<br />1.x:'c..'~I.....IS!O~.
<br />
<br />-,--..i POSTS GR,EA7;::::l YAN 2" x:i"
<br />I 0 ~ DE'ER.:'~iS::O 3Y E'<Gi~EERi~.G TABLES
<br />
<br />i ~ _? x: 2- x ~/8. I~',!'~GLE E.ACH SIDE
<br />'!E>, ~.i,/ ATTACH 70?OST A."<D CQNCEETE AT
<br />", LOAD BEA.R,NG,'IAlL WITH (2) .MiS
<br />_~ ~ I I' __ "0 x 1'2' S,MS, EACH SiCE' '
<br />
<br />,~: j ~
<br />
<br />
<br />\~ . ": l~ VAPOR SA.RHiE::l U~DER CO,~C"'=-~
<br />
<br />------:.--:/ '<OTE: ANGLES AS SHm...~ ABOY"
<br />'lAY B" 'JS=O 70 COt'.NECT
<br />C<-\AiRHAlLS A.ND PURLiNS
<br />
<br />11
<br />l:J~
<br />
<br />ALUM,NVI STRUCTlJR,E FOOT,NG
<br />250C PSI CC'<C.RETE NI7H
<br />('\) ~ a.A~ :CST1~lJO:""~S
<br />:tAk~ ~~~,~ ?'i/2- I;F;: G'::C~'-.;J
<br />
<br />-'~
<br />
<br />ALU~/"NI.M STRUCT1.:RE FOOTiNG
<br />2500 PSI CONCRETE WITH
<br />13) "" aARS CO'l,iN'JOUS
<br />2.A.RS '.~;~:, 2'"1''"::" \.rr GRC\;~D
<br />
<br />A.~ChO::l1' x 2" x 0 044' PLAT" TO
<br />CCNC.~E7E 'lil:H ~,'4. x 2.1/2- CC~CRETE
<br />A....CHCRS WITH!.'; 5" OF DCH SiDE OF
<br />EACH ?CST A7 24" 0,0, f'<AX. OR TI-iP,OUGH
<br />A.'iGLE ',T 24' 0,0. YAX.
<br />
<br />~-,.
<br />- - ,--
<br />- --.:." - -- -'-
<br />
<br />_, ~ 7_ i
<br />
<br />A.NChCR l' X 2' X O,:).i4' PU"" ~O
<br />CONC,:;ETE ,Vl"7'H ~"'4. x 2'~it.. CG'-(CR.~iE
<br />A..~CHC~S ',VFHI~ 5- 0;= SAC.-i S<:E CF
<br />EAC" PeST A7 2.' O,C. ,Y.AX.
<br />
<br />i
<br />-riT
<br />I
<br />I
<br />
<br />z- X 4- POST AS DE7E=\Mi,.....=D 5Y
<br />ENGi...E:::R,NG TA3L:::
<br />
<br /> <(
<br /> :::l
<br />if) Z
<br /><t:
<br />w ~
<br />C!:
<br />:::l Z
<br />~- Q ~
<br />U (()
<br />:::l
<br />a:: w <t:
<br />f- 0 ~
<br />if) if) W
<br />w w c
<br />~ a::
<br /><t: :::l Z
<br /> f-
<br />a:: U 0
<br />LL ::J f=
<br />:2: a:: U
<br />:::l f- LU
<br />Z if) if)
<br />:2: 2
<br />::J ::J
<br />....J Z
<br /><t: 2
<br /> :::l
<br /> ....J
<br /> <
<br /> >-
<br />.~
<br />U-!;:o "
<br />D..~ "
<br />-~ n
<br />..-0 -'
<br />"- '"
<br />"-u r---
<br />Q)>- <.' r---
<br />C~ Z 'i
<br />o r---
<br />c::; ~ ~
<br />>- ,..
<br />Q)o' <. ~
<br /> 0 ~ 2')
<br />oJ~ == 2-
<br /> ;:. - -~
<br />W~z
<br /> Q 0
<br />Q)":'.,[
<br />u' ~::
<br />c "It ~
<br /> >(>-
<br />G 0
<br /> (tl
<br />
<br />RIBBON FOOTiNG TYPE 1
<br />
<br />RIBBON FOOTiNG TYPE 2
<br />
<br />MIN, 3-' '2' Su.3 2500 P S,I, C::NCRETE
<br />S x 6. ~J x ~C v,'E:..DEO N~~E 1.~ESH OR
<br />FB::", '.'::SH CC"<OR:::TE
<br />
<br />2'~. ~i:~~
<br />9Ei=CRE:: Sl...O?E
<br />."'--
<br />
<br />S
<br />M
<br />
<br />~~.:~:,:,o:: A':'~~
<br />
<br />
<br />--~"-= Q -"'-"-"-'" .......--,'== ----"~ -=,~
<br />-". " /--- f" ,=~- '=c,...-
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
<br />
<br />----;/ 8* ,,.<'-
<br />
<br />TY?E I
<br />FLAT SLOP::! '<0 FOCT,"'G
<br />0.2'/12"
<br />
<br />"71'?:: II
<br />VOCERATE S'..C?S ;:CCTi~G
<br />2'/' 2" - 1',~~'
<br />
<br />TY?::: III
<br />S"7'E~? SLOP~ ~COT\~G
<br />
<br />> 1'. ~ 0*
<br />
<br />" X 2' ::X;-R'~SC,N
<br />
<br />[ i
<br />~::~ ,e ~::~
<br />
<br />~"'~".."i,
<br />J. . a,;
<br />
<br />- "
<br />
<br />NC~S: i, NO FOOT;~G REQU:R~D E.XC~PT \\'HSN ADDRESSiNG =~CS:O~ w~t7!L THE CC~~3i~E:J
<br />SEA!A i..=.SG7H A.'.Je; UPR.:GhT )-iE:GHT OF 1M:: =~CLCSL;R,= SXC=-EDS 55'--8*
<br />lr-E~~ A TV?:: 'I =CCT:~G:$ :Z=CIj',R::.J
<br />1.(C.'-,C~i7:...tC S~.AES A.lo,.~ FC8\I~GS S,~,ALL.. 3:: l~l~ 2,::,:J ?S! C~"C~-::.V'i-,"""'! sx.5-'cx~~
<br />',V=~==J 'IV;~= YESh CR. ::I==~ ~,~=S:---: VAY 3:: :...,:5:::: ,~~' ..EI.....: C?= ~.l::.S''"i,
<br />
<br />:;: _,:C).L 3C''..::''.,'G CCCES ;:;=:C:'...,';;;=S A ~'):~!YL..'A rCC"':~~G '",:S:: -"'=':::1 =,:::"'~G CR
<br />=COII,\G SEC"i;C,", R::QUI'?EO BY :"CCAL CCCE LC:"'~L ,::J:: GC\'=~"JS
<br />
<br />Ml~. 3-'1''2- SlJ...3 25<1'0 ?,S;, CC"tCREIE.
<br />6 X 5. ~~ X ~O '-,v=~JEDN~R~ ~.I=SH DR
<br />FI6E,~ ~lESM CC::SCREi::
<br />
<br />VAPOR 3A.Q,R'E::l L;~DER. C::"'CR::~
<br />
<br />SLAB DETAiLS ADDRESSING EKOSIO~J
<br />
<br />SIDE WALL POST TO PLATE TO CONCRETE DETAIL
<br />
<br />'.J.~
<br />
<br />ROIVLCC<:
<br />
<br />"'-NCrCR l' X 2' PCA,,, TO C::~CR::,E
<br />Wl~}1 ~:4- X 2.t'2- CCNCRSS
<br />A....Ci-'O,RS WIp.,JN 0" 0= DCH SiDE
<br />OF EACH POS~ AND 24' O,C, MAX.
<br />
<br />rfT/~
<br />!i I!/~
<br />~ - - -~
<br />\oj, ,.~', j /
<br />
<br />Z-x 2-, 2- x3- 0,=<2- x4.
<br />SEE TABLES
<br />
<br />5116'0 GAl'lA....Z:::DALL THREJoD' OR
<br />,HREADALL' E~ISEOOED IN CO~C,"ETE,
<br />OR FASENED 70 CONCRETE I'/!TH
<br />Ar'PHOVED CO,'-iCRETE A.NCHCR AT 24'
<br />O,C, f-IAX. A....D WITHIN 6' OF EACH
<br />UPRIGHT OR APPROVED A.L TE,"<.NATE
<br />
<br />1:4' X 6" RA\VL TAPPER THROLGH
<br />" X 2' A.... 0 ::lOWLOCK ISTO FiRS7
<br />COUPS:: OF "HICKS
<br />
<br />~~
<br />~-- .
<br />=;r ~~-
<br />:dI
<br />
<br />A.L~,l.~I~,{....,I-.A F~~-.-'= SC,=\E=N ',",;ALL
<br />
<br />,. X 2' EXTRUS:O'"
<br />
<br />.===
<br />
<br />::2~
<br />2::
<br />< '
<br />>~
<br />
<br />,,118' MS I'" CONCRETE
<br />
<br />
<br />6
<br />
<br />4' (NOMI~Al) PATIO CONCRETE SJ.3
<br />WliH 5 X 6. iO X 10 'N'ELDED \.y1~=
<br />MESH OR FiB::R MESH CO...C;ETE
<br />
<br />f-- ,
<br />~ ----l ?;
<br />~__:L.._
<br />~~-::.- . a,
<br />---
<br />
<br />BRiCK ,,-'i::E\YALL
<br />TYPE S YCRTAR R::':;UiREO oCR
<br />LeA:: 3E..;.q!l'.G 8:=tC,~ 'l'iALL
<br />
<br />.MIN, 3-1 '2' SU>8 2500 PSI CONC,
<br />Sx",r'Cx,C W W,I~, OR FiB::R MESH
<br />VAPOR BARR'.E.R UNDER CO"<ORETE
<br />
<br />I') ~o '?AP.S OR (2)"'fj BAPS
<br />WI~.'--i j' CO'/E" ::-;,?'C.A.L)
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />ALTERNATE CONNECTIO'-i OF SCREENED
<br />ENCLOSL;RE FOR BRICK O::l OTHE::l ~ON,
<br />STRUCTURAL KNEE WALL
<br />l' \VIDE x 0,053' STRA.? AT EACH POST
<br />FROM POST TO Foon"'G WITH (2) #10 x
<br />314' S,M,S, STRAP TO POST "'-NO 1'11/4" X
<br />1-3/4' TAPeDI'< TO SlAB OR FOOTiNG
<br />
<br />---c'8'MIN,,~
<br />
<br />BRICK Kr---JEEWALL AND FOUNDATION FOR SCREEN WALL(S)
<br />
<br />OF
<br />
|