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<br />..... . '. \ .
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<br />
<br />U.O"-"NNEL
<br />
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<br />
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<br />
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<br /><. /' ,-
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<br />
<br />POST II" CONCRETE #4 BAR '2"' LONG
<br />
<br />POURED CONCRETE REFER TO TABLE 2.4
<br />
<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
<br />
<br />ISOLATED FOOTING
<br />
<br />
<br />/
<br />'-'(1
<br />I ' I
<br />{. t ~
<br />+ f -<"~--- 2" . 2" . 0.063' A.NGLES
<br />- ,.=..
<br />
<br /><>
<br />...... ./
<br />('11(0 '~/.
<br />
<br /><<,~0----
<br />~~--
<br />~~-
<br />
<br />
<br />},
<br />-.!
<br />----- "-
<br />
<br />)'. )' POST T1.JRN BOtTEel
<br />TO ANOiCR RISER
<br />
<br />2.314'.2.314'.2,'/2" LONG
<br />11a" TUillNG
<br />
<br />WELelED CONNECTION
<br />
<br />FAST"'... PER TABLE
<br />
<br />,2" "2"'. '14' PLATE
<br />
<br />3-'/2" CONCRETE SLAB
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTION
<br />
<br />~-
<br />
<br />TJ~
<br />{ ~ {~_.-
<br />,t~
<br />L f'J
<br />~ i~ ~~ ~
<br />---- "( -
<br />
<br />ALl..MINUM TUBE COLUMN
<br />
<br />":----
<br />
<br />EXTRUDED ALUMINUM 3ASE OR
<br />BREAI< FORMED U.{;UP
<br />
<br />CORROSION RESIST:VE STEEL
<br />THRU BOLT PE.R SCHEDULE
<br />
<br />CONCRETE SiJ\3 OR FOOTiNG
<br />
<br />CONCR.ETE ANCHORS ?S"I, SCHEDULE
<br />
<br />TUBE COLUMN BASE SCHEMAT1C
<br />INTERNAL BASE
<br />
<br />.'
<br />
<br />,
<br />-;-'~
<br />
<br />l' = Tl-HCKNESS OR REQUiRED POST
<br />
<br />V" TOP OF GRADE
<br />
<br />)' . )" POST PER T AaLE,
<br />
<br />
<br />80 ib. 2500 pSI CO,NCRETE PRE.MIX
<br />
<br />)ia" . 3-1l2" BOLT
<br />
<br />OPTIONAl. CONCRETE CAP BLOCK
<br />OR BRlCK
<br />
<br />ANCHCR AlUMINUM FRAME TO WAlL
<br />OR SLAB ',vlTIi 114". 2-VZ' MASONRY
<br />ANCHOR WITIiiN 6" Oi' POST AND 24'
<br />ON CENTER MAXiMt;lA
<br />
<br />(') ::4 BAR CONTiNUOUS
<br />
<br />a'. a". 16" BLOCK WAll (MAx. 32"1
<br />
<br />--~........ 11' /--
<br />'~!J ,/
<br />-n
<br />~ r],___,
<br />~m7--t
<br />.~.
<br />'00,--
<br />
<br />(') 1/.5'" BAR OR (2) 1140 BARS
<br />MIN. 2-112" COVER
<br />
<br />)' x 3" BASE
<br />
<br />NOTE; ATIACHME.NT DETAILS SHOWN REQUIRE DIAGONAl.
<br />BRACING FOR FREE-STANDING COVER
<br />
<br />PORCHPOSTCONNEC~ON
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
<br />
<br />.
<br />~
<br />" (~X
<br />~ I..' t ,j
<br />
<br />(1)::4 BAR AT CORNERS AND 10'.0"
<br />O~ CE....rrR FILL CELLS AND KNOCK OUT
<br />BLOCK TOP COURSE81TIi 3000 PSI
<br />PEA ROCK CONCRETE
<br />
<br />RIBBON FOOTiNG OR MONOLIT11IC
<br />IF MONOUT11IC SlAB 1$ USED SEE ,NOTES'"
<br />OF DETAILS BELCW
<br />
<br />r 12- "
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />--'IT
<br />
<br />\,.,------
<br />
<br />~ ,-----'
<br />
<br />ALUMiNUM ATI AC:~ME.NT
<br />
<br />-_._--._'--,:-~
<br />
<br />3.1/2' CONCRETE SLAB 6.6. '0.:0 WELDED
<br />WIRE MESH CR FIBER MESH CONCRETE
<br />
<br />VISQUE.NE VAPCR BARRiE.R UNDER SLABS
<br />HAV:NG STRl..CTURES ABCVE
<br />
<br />~
<br />::;
<br />
<br />~
<br />-
<br />:: ~
<br />~ , ~
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<br />I~.J
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<br />
<br />=. ::::
<br />-z-~ ~
<br />~ '," ~
<br />--- CD
<br />
<br />a", '2' CO"C:,FE FCOT:'NG WI"rl (1) #5 CONTiNUOUS
<br />LOC,\T: O,N l..,NDISilJRSED NATURAl. SOIL
<br />(1) #S VERtiCAL BAR AT CORNERS AND '0'-0' OC.
<br />
<br />WELl. COMPACTED Ct::AN FILL OVE,~ SACRIFIC:;D
<br />....ATlJRAL SOiL ~O~. RELATiVE DE.NSITY
<br />
<br />'"
<br />'"
<br />
<br />CONC,RETE ;:;LLl:D BLOCK STEM WALL
<br />a' . 0' . ',6" C..'A.U.
<br />
<br />'0.,--
<br />
<br />!c
<br />
<br />;.,
<br />
<br />RAISED PATIO FOOTING
<br />
<br />(2) 2' x 2" x l' ANGLE OR (1) U.{;i"ANNEL x l'
<br />
<br />16'
<br />
<br />:""
<br />
<br />
<br />'l.<:J" MIN.
<br />BEFORE SLOPE
<br />
<br />""
<br />
<br />3-,/2"
<br />
<br />-;1 - - - - - - -
<br />~q "~"~"~"~,-,~,
<br />----------"'"":-.~--~---~---_.- ----- - - - ---
<br />. '. .' . - - _'._._ - "1,-' - _.._. - - - -
<br />- =-=-- ",-",,-=-=-'::.-.=-=-=,"
<br />
<br />,l-a"--,f-
<br />
<br />N
<br />
<br />TYPE I
<br />FLAT SLOPE / NO FOOTING
<br />0.2'/12"'
<br />
<br />TYPE I I
<br />MaCERATE SLOPE FOOTING
<br />2"/12"' .1'.10'
<br />
<br />TYPE III
<br />STEEP SLOPE FOOTING
<br />>1'.'0'
<br />
<br />Norrs: " NO FOOTiNG REQUIRED EXCEPT WHEN ADORESSiNG EROSION EXCEPT FOR EXISTING
<br />SlAB W1Tr\OUT REiNFORCEMENT. T11EN TRIBUTARY ROOF AREA LIMITED BY TABLE 2.4
<br />
<br />2. MCNOLll111C SLABS OR FOOTINGS SHALL BE MIN.. 2.500 PSI CONCRETE WIl116x6-10x'0
<br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
<br />
<br />3. IF LOCAl. BUILDING COOES REQUiRES A MINIMUM FOOTING USE TYPE 1\ FOOTING CR
<br />FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS,
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
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<br />GALV."~ETAl. STRAP (~4 GA.. ")
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<br />.. .:;.: .
<br />',' . .~-~.
<br />
<br />a' x B'. ~6' CONCRETE 3l0CK
<br />
<br />a". 24'. :4' POVRECl CONCRETE PAD
<br />
<br />/
<br />;:r
<br />
<br />(2) ~5 BARS (1e' LONG) EACH WAY
<br />
<br />CONC."ET!: POURED CELLS wm~ lIS BAR
<br />(SAKRETE i'l~DY .MIX"I GRAVELl
<br />
<br />PAD FOOTING
<br />
<br />ALUMINUM STRUCTURE FOOT,NG
<br />2500 PSI CONCRETE WITIi (')1/.5 BAR CONT.
<br />MiNiMUM 2.112" OFF GROU.ND
<br />
<br />RIBBON FOOTING TYPE I
<br />
<br />(IT
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<br />I ' ,-"
<br />: ." .:.... =
<br />". -"<
<br />
<br />,
<br />,f-- , 2"' -;I"
<br />
<br />AlUMINUlA STRUCi1JRE FOOTiNG
<br />2500 PSI CONCRETE WIn-l (2) 1/.5 OR (3) #J BAR CONT.
<br />MINiMUM 2,11'2" OFF GROUND
<br />
<br />RIBBON FOOTING TYPE II
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