|
<br />~.;~"~-
<br />
<br />OPllONAL CONCRETE CAP BLOCK
<br />OR BRJCK
<br />
<br />~G
<br />-
<br />
<br />(1) 114 aAR AT CORNE.~S AND 10'-0"
<br />ON CE."iTt:R FILL CEUS AND KNOCK OUT
<br />BLOCK TOP COURSE 'Nm; 3000 PSI
<br />PEA .'1.0CK CONCRETE
<br />
<br />RIBBCN ;:OOT,NG OR MONOlill-llC
<br />,F MQ,'~OUTMIC Su..a is USED SEE NOTES
<br />OF DEi AILS 3ELOW
<br />
<br />",..,
<br />,- <
<br />".
<br />
<br />,~
<br />
<br />~
<br />
<br />ANCHOR ALLiMiNUM FRAME TO WALL
<br />OR SlAB Wlll-I1I4' x 2.112" MASONRY
<br />ANCHOR WlT'rlIN 6" OF POST AND 24'
<br />ON CENTER MAXIMUM
<br />
<br />(1) #4 aAR CONTINUOUS
<br />
<br />8" x 8" x ',6" BLOCl< WAlL (W<x. 32")
<br />
<br />~
<br />::E
<br />
<br />
<br />(1) #50 aAR OR (21 #40 BARS
<br />MIN. 2,'12" COVS~
<br />
<br />N
<br />'"'
<br />
<br />;.,
<br />
<br />"-0-
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />r 12'"",
<br />
<br />-'"
<br />
<br />AlLiMiNWM STRUCTURE ;:aOTiNG
<br />2500 PSI CONCREiEWflrl
<br />(') #5 aAR CONTiNUOUS
<br />3A"" MIN. ?1i2' ,;FF G?O:';NJ
<br />
<br />~"'
<br />LJ~
<br />
<br />--'8' /"-
<br />
<br />RIBBON FOOTING TYPE 1
<br />
<br />Z-o" '.IiN.
<br />3EfORE SLOPE
<br />
<br />~
<br />""
<br />
<br />/' ..
<br />
<br />#
<br />
<br />J
<br />:.1..:"1. -_.... =_ _
<br />==~=-~" -=--~:-~,
<br />
<br />lYPE I
<br />Fl.AT SLOP!: / NO FOOTiNG
<br />0- ,'/ 12"
<br />
<br />1'"
<br />
<br />AlUMINWM STI<UCTURE FOOTiNG
<br />2500 PSJ CONCRETE WIT,.,
<br />(3) #3 BAAS CONTlNWO\.JS
<br />JARS '.1;~;. 2.',~' ()~F GROUND
<br />
<br />, i
<br />
<br />B~
<br />
<br />1"- 12' -.'
<br />
<br />RIBBON FOOTiNG TYPE 2
<br />
<br />~"~::CO" A"'~:;;
<br />- ~~_-:.~=",;-=;:==,: /,/ -:=:;
<br />. :=: :='"" - =,= = ~ =-;"'1, , ,~
<br />_7-=7-" ~ ~a. ~ "::-=-- ~=~='==;:T;:7
<br />N ,
<br />~-'(a"r
<br />lYPE111
<br />STEE? SlOPE FCOTiNG
<br />> 1',10'
<br />
<br />lYPE II
<br />MCCEi<ATE SLOPE FCCr,NG
<br />7:"12".1'.10"
<br />
<br />NOTES: 1. NO F0011NG REQUIRED EXCEPT \VHE.'1 ADDRESSING E.~OSION UNTil T1-f!: COMBINED
<br />BEAM LENGTrl AND UPRlGHT HeGHT OF ll-IE ENCLOSUR.E EXCE"DS 55'-0'
<br />T'rlEN A TYPE II FOO11NG IS REQUIRED
<br />2. MONOLffiilC SlABS AND FOOTiNGS SHALL BE MIN. 2.500 PSI CONCRETE WlT'rl6~10x10
<br />WELDED WlRE MESH OR Fi6E.~ MESH MAY BE USED iN LiEU OF MESH.
<br />3. IF LOCAL BUiLDING CODES REQUIRES A MINIMUM F0011NG USE TYPE i1 F0011NG OR
<br />FOOTING SECTlON REQUIRED BY LOCAl.. CODE. LOCAl.. CODE GOVERNS.
<br />
<br />SLAB DETA1LS ADDRESSING EROSION
<br />
<br />5116"" GA!.VMHZaJ 'ALLTHREAD' OR
<br />'l11REAOAlL' E.\ol6EDDEO IN CONCRETE,
<br />OR F i\STENED TO CONCRETE Wffii
<br />APPROVED CONCRETE ANCHOR AT 24'
<br />O.C. W>X. AND WrTHIN S" OF EACH
<br />UPRIGHT OR APPROVED AL1"C:RNATE
<br />
<br />114' X 6" PAWL TAPPER THROUGH
<br />l' X Z' ANO ROWLOCK INTO FIRST
<br />COURSE OF BRICKS
<br />
<br />4" (NOMINAL) PATIO CONCRETE SlAB
<br />WlTH 6 x 6 - 10 X 10 WELDED WIRE
<br />MESH OR F1BER MESH CONCRETE
<br />
<br />ALTERNATE CONNECTION OF SCREENED
<br />ENCLOSURE FOR BRICK OR OTHER NON-
<br />STRUCTVRAL, KNEE WAlL
<br />,. W10e x 0.063" STRAP AT EACH POST
<br />FROM POST TO F0011NG WlT'rl (21 #10 X
<br />314' S.M.S. STRAP TO POST AND (1) 1/4' X
<br />1.3,14' T APCON TO SlAB OR FOOTiNG
<br />
<br />ALUMINUM FRAME SC<\EE.'1 WALL
<br />
<br />RO'NLOCX
<br />
<br />BRICK KNEEWALL
<br />TYPE S MORTAR REQUIRED FOR
<br />LOAD 3EARlNG BRICK WALL
<br />
<br />(1) #50 BARS OR (21 #40 BARS
<br />Wll11 3" COVER (TYPICAL)
<br />
<br />,
<br />--,( 8' MIN. ~
<br />
<br />BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALL(S)
<br />
<br />~1"~~......__
<br />
<br />A.'ICHOR l' X 2' X 0.044' PlATE TO
<br />CONCRETE WIT1-f 1/4" X 2.117' CONCRETE
<br />ANCHORS WITrllN 6' OF EACH SIDE OF
<br />EACH POST AT 24' O.C. MAX. OR i1-lFlO\.JGH
<br />ANGLE AT 24' O.C. MAX.
<br />
<br />,. X 2" EXTRUSION
<br />
<br />MIN. ~112" SlAB 2500 ?S.1. CONCRETE
<br />6 X 6.10 x,O 'NROED WIRE MESH OR
<br />FiBER MESH CONCRETE
<br />
<br />-~-e~
<br />
<br />
<br />POST SiZE DETERMINED BY
<br />ENGINEERING TABLES
<br />
<br />
<br />~r
<br />.. ~ " .
<br />
<br />~ 114' DIAMETER THRU-BOL IS
<br />
<br />d ~
<br />.~!\
<br />'...
<br />
<br />'j
<br />
<br />In
<br />'"'
<br />
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />POST TO PLATE TO CONCRETE DETAIL
<br />
<br />ANCHOR l' X Z' X 0.044' Pt.ATE TO
<br />CONCRETEMl1i 114' X 2,112" CONCRETE
<br />ANCHORS WlTrllN 6' OF EACH SIDE OF
<br />EACH POST AT 24' D.C. MAX. OR i1-lFlOUGH
<br />A.'IGlE AT 24' O.C. MAX.
<br />
<br />l' x... EXTRUSiON.
<br />
<br />MIN. ~112' SlAB 2500 PS.L CONCRETE
<br />6 X 6 . '0 X , 0 'NELDED .MRE MESH OR
<br />FiBER MESH CONCRETE
<br />
<br />~ POSTS GREA ieR mAN Z' X 3'
<br />'y IT DETERMINED BY ENGiNEE.qING TABLES
<br />
<br />,1 2" ;( 2" X 1/8' ANGLE EACH SIDE
<br />~ I ~ ATTACH TO POST AND CONCRETE AT
<br />t ' / LOAD BEARiNG WAlL WIl1i (2) MIN.
<br />':,. ii, #'0 x 11'2' S.M.S. EACH SIDE
<br />,..c::...: 1 I - ~
<br />.., '..; I ""
<br />~l"O"I\'~
<br />'. , ."... VAP<'JR BARRJER UNDER CONCRETE
<br />.' NOTE: ANGLES i\S SHC'NN ABOVE
<br />'MY BE USED TO CONNECT
<br />Cf',AIRRAlLS ANO Pl.JRLJNS
<br />
<br />...J
<br />-<
<br />:J
<br />r.r; Z
<br />W -<
<br />0:: ~
<br />.:J Z
<br />f- S2
<br />() r.r; :3
<br />:Jw-
<br />~ 0 ~
<br />r.r; r.r; W
<br />W W 0
<br />~ 0::
<br />-< ~ z
<br />ftuO
<br />~~G
<br />:Jf-W
<br />z r.r; r.r;
<br />~ ~
<br />:J :J
<br />...J Z
<br />-<~
<br />:J
<br />...J
<br />-<
<br />
<br />ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
<br />
<br />ANCHOR l' X 2' X 0.044' PtATE TO
<br />CONCRETE WITH 114' x 2.114' CONCRETE
<br />A.~CHORS Wl7rllN 5' OF EACH SIDE OF
<br />EACH POST AT ,4' D.C. MAX.
<br />
<br />l' X 2' EXTRUSION
<br />
<br />MIN. ~112' SL'.3 2500 ?S.1. CONCRETE
<br />6 X 6.10 X 10 WELDED WIRE MESH OR
<br />FiBER MESH CONCRETE
<br />
<br />rll
<br />I \
<br />~I
<br />~C: =;: f=" b~
<br />~irl .".':iJ
<br />l!.. . 4 ~
<br />. ,
<br />, '
<br />
<br />2" X 4' POST AS DEiE.=t'.1INED 3Y
<br />E.'1GiNEERJNG TABLE
<br />
<br />f-
<br />'<:
<br />W ~ ~
<br />. ... N
<br />o..~~
<br />........~ ~ .
<br />..... u "-
<br />(1)>-<''-
<br />C:~5;!:g
<br />c~-~~
<br />(1)l\.~-'
<br />N'\9ag~
<br />\.UUJ~_
<br />.;:';;=UJ~
<br />W~6ae
<br />(1)~~~~
<br />c..;-,'J.J to UJ '.....
<br />~~uj
<br />(1)13~'"
<br />L.. ,<: :xl
<br />~I~ ci
<br />~ 6 ~
<br />
<br />SIDE WN...L POST TO PLATE TO CONCRETE DETAIL
<br />
<br />VAP<'JR BARRlE.~ UNDE.'l. CONCRETE
<br />
<br />ANCHOR " X 2" PI.A TE TO CONCRETE
<br />WITH 114' X 2.117' CONCRETE
<br />ANCl10RS W1T'rlIN 6" OF EACH SlOE
<br />OF EACH POST AND 24' O.C. MAX.
<br />
<br />MIN. ~117' SL'.3 2500 PSI CONe.
<br />6x5-1 Ox1 0 WW.M. OR FIBER MESH
<br />
<br />YN'OR 8AAAJE.~ UNDER CONCRETE
<br />
<br />r-
<br />o~
<br />~ 8 - - ~~
<br />~
<br />:!} . . ~
<br />
<br />2" X 2",2" X 3' OR 2" X 4'
<br />SEE TABLES
<br />
<br />....If'
<br />II
<br />~~,J ~
<br />~-"<
<br />I ,
<br />~: ~ !
<br />/SA [f3~
<br />:=OF -::;:
<br />~F'I ~ N
<br />==;==t" > M
<br />==
<br />'I
<br />"9F '
<br />+--UJ
<br />
<br />
<br />I
<br />
<br />l' X 2" EXffiUSION
<br />
<br />'.1/8' MIN. IN CONCRETE
<br />
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />6
<br />
<br />OF
<br />
<br />10
<br />
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