|
<br />~-- -.- --..-. ....- -..-- .... -~
<br />
<br />~...... 2.5 il
<br />I I
<br />,-'
<br />
<br />n
<br />,l)
<br />
<br />I "
<br />/ i/I "--
<br />L....:..U
<br />~-
<br />
<br />(2) SiM?SC~ n-S CLI"5 Cc< EQUAL
<br />
<br />QOli3L= 2" ;:::,- ~ ....::J :Vi~~ 2..'4"
<br />?tY\-VCC~ :?j S?A,C::~ '''AIL~:: \,1T'-o:
<br />=i6(j CCM~CN (:;'1...'.,1 2\ ~~C:..; ).'J S.
<br />
<br />CENTER OF GiRDER 8-8
<br />
<br />2 x 6 "'.CCR .C,5'TS "A,S'T:::,"'ED TO
<br />DCU8L:: 2 x 8 G,RDER WITH SiMPSCN
<br />H.25 HU,"<RICANE ANCHC,"<S AT 16' O,C, ':! '1 '
<br />CC,"'CR8E 3LOCK P!E,"<S AT ,'~" O,C. _ ': (
<br />CO,...S-:-ClUCiE0 ON 4. '5 x ~ 6 CONCReE '-." J:I ''-,_
<br />"CO"','iG PAD, C:::L~S PCURED SOLiDlYl,:., ".h-1
<br />(2) ~O '?ARS AND i 11 SiMPSC,~ -1-6 'J '1\ 1
<br />A'ICC'CR ,'I EACH CEl.1.. FASTE,NED ,0 ,I I 'j
<br />DOli8LE 2 , 8 GiRCE"l. t;~
<br />, ~
<br />,:';1
<br />lli
<br />" r'
<br />I
<br />
<br />'-.,
<br />
<br />3.,14" ~q;=SS: ~t:" -....=o\~=" ?I '~'Vi'''''''r"'I
<br />OR 2 x 5 ?R~'SSL.iRE -?s~"i"i6 ':;EC:<.SG
<br />
<br />CONC,,::TE 3LOCK CR ,:>,E.A,ED lYCCD
<br />~!~;-zs ;..... 3'-']" 'J C.
<br />
<br />FOOTiNG TO DECK CONNECTJON SECTiON A.A
<br />
<br />314" DRESSUc<E IRS<\. ,ED P1.. Y\'1COD
<br />~ Oc< 2 x 6 PRESS!,;RE ,RS<\.,EJ CECK..NG
<br />
<br />CC\JCRE-E 3LOCK" ERS AT 8'-)' 0 C "::~ ~
<br />CO/'oiS,Cli.JC,E;i) CN 4. '5. '5 CONCRET~ ,,,, , -
<br />FCO- NG PAD - "li . ~
<br />
<br />AUGER A, CAC,H P'E"< oAS,=NED -0 2 x a U ~
<br />
<br />;:::~~~,~::~""ooou," 11 ~
<br />
<br />2 x 8 G,?'DER Nil" S,'oIPSON H.2 5 ~
<br />H!';RR CANE ANCl-'C?'S AT 15" 0 C ~
<br />OR 2" . 5" JO,ST BUC";ET I I
<br />
<br />
<br />
<br />. . , ".J i-'.
<br />"f.,'ft
<br />
<br />AL TER~A TE FOOTING TO DECK CONNECTiON SeCTION A.A
<br />
<br />2'~" MIN.
<br />BEFORE SLOPE
<br />
<br />r,/
<br />
<br />,
<br />
<br />3-112'
<br />
<br />
<br />- - - - _. - - -
<br />- - - - - - - -
<br />- - - ,..- - -,....- -
<br />----._-----
<br />
<br />_8"-"
<br />
<br />TYPE I
<br />FUo. T SLOPE / NO FOOTiNG
<br />0- 2" /12'
<br />
<br />TYPEll
<br />MOCERA TE SLOPE FOOnNG
<br />~1'2" ,,'.10'
<br />
<br />NOTES
<br />
<br />
<br />OPTIONAL CONCRETE CAP SLOCK
<br />Oc< aRICi<
<br />
<br />~~
<br />....... : I ,."
<br />i~l
<br />
<br />/--
<br />/
<br />
<br />1):;.4 3AR'.T CORNERS AND '0'-;)'
<br />C~ C~~ IE.~ Fil..~ CE!..:...S A~D K~OCK OUT
<br />3LCC:< 7C? '::::..n~SE /'i";"";-' 3000 ?S,I
<br />DE.'. ROC"; CCNCRSE
<br />
<br />.<
<br /><{
<br />::;
<br />
<br />~!o,"~1
<br />'~ ,1
<br />~f7 i--
<br />~ " ~
<br />
<br />~
<br />...,
<br />
<br />~ia3C"'l '::1:C"7'''''~G '::::; !fiC"',::~:''''.~;C
<br />:: ~,~C'.C_,-- ': ~~....3 3 _2=.: ::::::
<br />
<br />..O'ES'-'-'--'~~ i. ,~/- -- ,t
<br />
<br />.....- ..........-. ,. - --, ,-..'..
<br />...~ -.= - -.:; ':::--"
<br />
<br />,(
<br /><(
<br />::;
<br />
<br />~
<br />'"
<br />
<br />, . 2" .'
<br />
<br />r<;'--iEf:: WALL FOOTI~;G FOR SCREENED ENCLOSURES
<br />
<br />8' < 8' x '6" CC~iC,,8E BLOCK
<br />
<br />-'.-
<br />
<br />-------------
<br />
<br />ALUMiNI"M ATTAChMENT
<br />
<br />.--:-'---_._--;-......:>-
<br />
<br />ANCHOR ALUMINUM FRAME TO WALL
<br />OR SLAB wm'i 114" x 2.112" MASONRY
<br />ANCHOR Wlnt,N 6' OF POST AND Z4'
<br />ON CENTER MAXiMUM
<br />
<br />(1) #4 3M CO,';TiNL'OUS
<br />
<br />8" x ," < '0" BLOCK WALL (MAX. 32")
<br />
<br />11) #"0 3M OR '2)::40 '?ARS
<br />MiN. 2-', .'2. s::\'S.q
<br />
<br />VlsaUE,N!: VAPOR BARRiER UNDER SlABS
<br />HAV,NG S,RUC7\.:RES ABOVE
<br />
<br />3.112" CCNCRETE Sl.A3 6 x 6. '0 x '0 WELDED
<br />I'IIR2 ~olESH OR FiBER ~oIE3r< CONCRETE
<br />
<br />;,
<br />
<br />:::: .:::
<br />=-:.. -3
<br />
<br />- !l
<br />
<br />~ ; > ~
<br />
<br />---CtJ
<br />
<br />CONCRSE "'LLED BLOCi< S,E'.l ,\All
<br />a' x a' x ,5" C,,~,U,
<br />
<br />WEll. C::::'oIPAC'TED C~~,~ "'LL 'JYE~ SAC."'F'C2J
<br />NATlJRAL SOIL :;00/, R,E.A7iYE DENSITY
<br />
<br />8' x ~2" CONCRSE "COTi:o<GNITr< i.') os CONTiNUOUS
<br />LOCATE ON U:O<DISTURBED :O<A7\.:RAL SOIL
<br />(11 ItS VERTICAL '?AR AT COR.NERS A'lD lQ'~. 0,0,
<br />
<br />RAISED PATIO FOOTiNG
<br />
<br />
<br />-----
<br />",-
<br />;
<br />,,-
<br />,
<br />
<br />~~.~;-=.~:::-~=t~ =-
<br />I
<br />
<br />N
<br />
<br />_8.....",
<br />
<br />TYPE III
<br />STEEP SLOPE FOOTING
<br />> 1',10.
<br />
<br />1, '10 FOOTING REQUIRED EXCEPT WriEN ADDRESS,NG EROSION E.XCEPT FOR EXISTiNG
<br />SlAB WintOUT REiNFORCEMENT. Tl'iEN TRIBUTARY ROOF AREA LiMITED BY TABLE 2 . 4
<br />
<br />2. MONOUTl'iIC SlABS OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE WITH 6.&..\Ox10
<br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
<br />
<br />J. IF lOCAL BUILDING CODES REQUIRES A MINiMUM FOOTiNG liSE TYPE IJ FOOT,NG OR
<br />FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS,
<br />
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />a
<br />~l,~', .,:~. .\-':
<br />
<br />r-- '2. ~
<br />
<br />(2) #5 BARS EACH WAY
<br />
<br />MAXIMUM UPlJFT #
<br />16' . 16. 548#
<br />
<br />24' . 24'
<br />30' X 30"
<br />
<br />976#
<br />\,366#
<br />
<br />GALV'olE""AL STRAP (14 GA. x ";
<br />
<br />~: ',.1
<br />:ii ~
<br />=---- -=
<br />""~_.~ ~--
<br />d,~ ;~r----
<br />L:~'-~
<br />
<br />o' x 2" x Z4' "CUc<ED CONCRE":'E "AD
<br />
<br />'21 ~5 3ARS ,'8' LONG) EAC:-< ,'lAY
<br />
<br />C~NCR.ETE ?OURED CElLS NIT:-< "5 SA;<
<br />:SA.l(Rt:TE ::?EADY UIX '-Nr' C?..A\=:-;
<br />
<br />PAD FeOTiNG
<br />
<br />Ai TER.'<A TE POST: 4' x 4" PT,
<br />
<br />--..J',r-: .:l
<br />
<br />TO ,'1000 DECK OR BEAM
<br />FCR AL'~'oIING'~ ROOF
<br />
<br />>-
<br />/// /// /.'0/,- '\: 8 .;. > ('/'// / / /
<br />/./ ,.." ',//, " ~ ',',/.:/., /',"// /
<br />,',,, "....J \,-:'>,;.::,'::z~? /
<br />/ r.:;-y/ '/ @ <( K'/'//'-/." / /
<br />'0 /'/ C , ~ ~.~;:~~,; /// /'
<br />/ / ,/ //' ;'" ;<':~ ;; ~<'<..:;'<~~ ~',~ -
<br />/ // //', I- t/> /<~./."
<br />// / '- /" / '- / '- ! ,-;,<V/, 'N. '" / /
<br />A. ViRG,N SO L / ,/ / " ~, /
<br />3, '6,,~6"4' CONC ?AI1 / /,' ~,I ~ i~'I' @./>;
<br />
<br />c, 80 LSS, 25CO PSI CONC. <</' ~ ~, .. //
<br />
<br />D. REPV<.CED SOIL / / / / ,/ </ / /// //
<br />
<br />E - 114" x 2.',14' EXPANSICN SOL T / / ./ / / / SEE PeRCH PeST CONNECilCN
<br />(2) EACH PER 3ASE 08AILS
<br />
<br />ISOL-\TED FOOTER
<br />
<br />3. x 3' AlUMINUM pes, OR
<br />lIT 4' x 4" PT.P, ?OST ,N GAlS, )"
<br />T, I POST ANCHOR A'lD 4-\i4' x T I I
<br />
<br />11 i I ,.".. ",",O""","oN ~- ,
<br />- ~ ~
<br />'I . 3- 1 12" SLAB .. j'.
<br />· · ~ __~_L__..,.6
<br />-"
<br />
<br />,./.- \6. ,Io\:~,-"
<br />
<br />POST TO SL.AB DETA.!L
<br />
<br />(IT
<br />II
<br />~~'
<br />LJ ~
<br />
<br />AlUMINUM STRUCTURE FOOTiNG
<br />2500 PSI CONCRETE W1TH (2) itS OR (3) #J BAR CO:o<T,
<br />MiNiMUM 2..112. OFF GROUND
<br />
<br />ALUMINUM STRUCllJRE FOOTING
<br />2500 PSJ CONCRETE WITH (1) os BAR CONT.
<br />Ml:o<iMUM 2,112' OFF GROUND
<br />
<br />-:~ 8- r
<br />
<br />RIBBON FOOTING TYPE II
<br />
<br />RIBBON FOOT1NG TYPE I
<br />
<br /> --I
<br /> ~
<br /> :J
<br /> Z
<br /> ~
<br />C}) ~
<br />"
<br />0:: z
<br />:J ':2 :3
<br />f- en
<br />U w <i:
<br />:J 0 I-
<br />a::: en w
<br />f- W 0
<br />en cr:: "1'
<br />W ,:J Z
<br />~ f- a
<br />~ ()
<br />a::: :J f=
<br />u.. cr:: ()
<br />0 f- W
<br />0 en en
<br />0 2
<br />~ :J
<br />Z
<br /> 2
<br /> :J
<br /> :<
<br />
<br />'-
<br />.~
<br />W ~_
<br />I -4 N
<br />D... ~ ~
<br />......,- ~ ~ ~
<br />Q:)~<~~
<br />C~~~:g
<br />C ::q: ",;g
<br />(!)~<;~
<br />(1)__O",,,,
<br />IJJJ:-_
<br />, ::. >- l1J C5
<br />W~55~
<br />(!)m~ ~ ~ ~
<br />
<br />U ...J
<br />~ l1J
<br />i3 .....
<br />
<br />~
<br />IJ.J .
<br />..J 0
<br />:;; ~
<br />\3,
<br />
<br />
<br />r-
<br />j
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<br />OF
<br />
<br />E
<br />
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