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<br />,......--~-----_..-._--------~-
<br />
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<br />~
<br />
<br />- U-CHANSEL
<br />
<br /><>
<br />" ~Vl' ' .----
<br />......../ i '''''-
<br />~ IN: -.:,','-----
<br />'-' '
<br />
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<br />.. ""-,/ ~~
<br />
<br />POST IN CONCRETE 114 BAR 12' LONG
<br />
<br />POURED CONCRETE REFE.q TO TABLE 4
<br />
<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
<br />
<br />ISOLATED FOOTING
<br />
<br />J~vr_
<br />
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />
<br />3" . 3" POST TUR..... BOLTED
<br />TO ANCHOR RiSER
<br />2.314'.2-314'.2.112' LONG
<br />118' TUBING
<br />WELDED CONNECTION
<br />FASTEN PER TABLE 6
<br />12'.12'.1/4' ptATE
<br />3-112' CONCRETE SLAB
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTION
<br />
<br />AlUMINUM TUBE COLUMN'
<br />
<br />
<br />k~;=
<br />~ m' ~
<br />
<br />.,..
<br />
<br />EXTRUDED AlUMINUM BASE OR
<br />BREAl< FORMED U-GLlP
<br />
<br />
<br />,
<br />...
<br />N
<br />
<br />
<br />CONCRETE SLAB OR FOOTiNG
<br />
<br />..,.--
<br />
<br />CONCRETE A."ICHORS PER SCHEDULE
<br />
<br />~ at
<br />1"1 q d".l d
<br />~
<br />
<br />TUBE COLUMN BASE SCHE~ATIC
<br />INTERNAL BASE
<br />
<br />NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL
<br />BRACING FOR FREE-STANDING COVER
<br />
<br />2'-{)' MIN.
<br />BEFORE SLOPE
<br />
<br />/
<br />
<br />7"
<br />
<br />3-112'
<br />
<br />~C__ _. _.0'.- I - - - - - -.
<br />-- - - -', - - -- - - -- -- '. "-.
<br />" ,." - - - - -" ,- - ,- ,--- - - -- - - - -
<br />- - -, --, '- - - - - - - - - -
<br />-- ,--,------
<br />-"- ---------
<br />- - - - - - - - - -
<br />
<br />TYPE I
<br />FLAT SLOPE 1 NO FOOTING
<br />0.2'/12"
<br />
<br />,1-"
<br />
<br />
<br />r = THICKNESS OR REQUIRED POST
<br />
<br />'V TOP OF GRADE
<br />
<br />y . 3' POST PER TABLE
<br />
<br />80 lb. 2500 psi CONCRETE PRE-MIX
<br />
<br />318' x 3- 1 12' BOL T
<br />
<br />OPTIONAL CONCRETE CAP BLOCK
<br />OR BRICK
<br />
<br />(1) #4 BAR AT CORNERS AND 10'-{)'
<br />ON CENTER FILL CELLS A....O K....OCK OUT
<br />BLOCK TOP COURSE WITH 3000 PSI
<br />PEA ROCK CONCRETE
<br />
<br />RIBBON FOOTING OR MONOLiTHIC
<br />IF MONOllllilC SLAB IS USED SEE NOTES
<br />OF DETAILS BELOW
<br />
<br />-~------.-
<br />
<br />~~
<br />-
<br />!
<br />
<br />A."ICHOR AlUMINUM FRAME TO WALL
<br />OR SLAB WITH 114' x 2.112' MASONRY
<br />ANCHOR WITHIN 6' OF POST AND 24'
<br />ON CENTER MAXIMUM
<br />
<br />- (' l #4 BAR CONTiNUOUS
<br />
<br />8'.6'.16' BLOCK WALL (MAX. 32')
<br />
<br />3' x 3' BASE
<br />
<br />PORCH POST CONNECT!ON
<br />ALUM!NUM CONVENTIONAL CONSTRUCTION
<br />
<br />
<br />~
<br />:::!i
<br />
<br />,
<br />N
<br />..,
<br />
<br />(1) #50 BAR OR (2) 1140 BARS
<br />MIN, 2.1/2' COVER
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />-" 12' '"
<br />
<br />D---
<br />I, -r-.----.---.
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<br />
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<br />
<br />.......
<br />
<br />2' . 2' . 0.063' A....GLES
<br />
<br />CORROSION RESISTlVE STEEL
<br />TKRU BOLT PER SCHEDULE
<br />
<br />~
<br />
<br />"',
<br />
<br />~
<br />
<br />RAJSED PATtO FOOTING
<br />
<br />,:]~
<br />
<br />(2) 2" . 2" . '\' ANGLE OR (1) U-CHANNEl . '\'
<br />
<br />. ,
<br />
<br />~
<br />
<br />,6'
<br />
<br />i
<br />I
<br />.",
<br />
<br />
<br />/1{:~?
<br />
<br />
<br />
<br />:::--:i=:-=:::=:r~--
<br />~
<br />I'- 8' -,I'
<br />
<br />/- 8' ..7"
<br />
<br />TYPEII
<br />MODERATE SLOPE FOOTING
<br />2'/12' - 1'.10'
<br />
<br />TYPEIII
<br />STEEP SLOPE FOOTING
<br />> ".10'
<br />
<br />NOTES', " NO FOOTING REOUIRED EXCEPT 'M'EN ADDRESSING EROSION EXCEPT FOR EXISTING
<br />SlAB WITl-IOUT REINfORCEMENT. THEN TRIBUTARY ROOF AREA UMITED BY TABLE 2,4
<br />
<br />2. MONOUT1-lIC SlABS OR FOOTINGS SHALL BE MIN. 2.5Q0 PSI CONCRETE WIlli 6.6-10"0
<br />WELDED WIRE MESH OR FIBER MESH MAY BE uSED IN LIEU OF MESH.
<br />
<br />3. IF LOCAL BUILDING CODES REOUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
<br />FOOTING SECTION REQUIRED BY LOCAl CODE. LOCAl CODE GOVERNS,
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />u
<br />O.
<br />~ .:
<br />'... =
<br />
<br />,I'-- 8'-':'
<br />
<br />n 0
<br />li'iit. ~
<br />Q rli~I" /
<br />31 i
<br />1'L' ..
<br />.. .('
<br />'.. ..
<br />
<br />PAD FOOTING
<br />
<br />AlUMINUM STRUCTURE fOOTING
<br />2500 PSI CONCRETE WITH (') #5 BAR CONT,
<br />MiNiMUM 2.1/2' OFF GROUND
<br />
<br />RIBBON FOOTING TYPE I
<br />
<br />
<br />fuJ
<br />-'<
<br />~. . ,
<br />.\ .' . . ,
<br />.. <0
<br />'., ~.. ~
<br />
<br />I
<br />,I'- 12" ---,I'
<br />
<br />AlUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (2) #5 OR (3) #3 BAR CONT.
<br />MiNIMUM 2.112" OFF GROUND
<br />
<br />RIBBON FOOTING TYPE II
<br />
<br />AlUMINUM ATTACHMENT
<br />
<br />3-112' CONCRETE SLAB 6.6.10.10 WELDED
<br />WIRE MESH OR FIBER MESH CONCRETE
<br />VISQUENE VAPOR BARRIER UNDER SlABS
<br />HAVING STRUCTURES ABOVE
<br />
<br />WELL COMPACTEO CLEAN FILL OVER S.~CRIFICED
<br />MTURAL SOIL 90% RELATIVE DE~SI1Y
<br />
<br />CONCRETE FILLED BLOCK STEM WALL
<br />8' x 8' x 16' CNU.
<br />
<br />8' x '2' CONCRETE FOOTiNG WITH (1) #5 CONTiNUOUS
<br />LOCATE ON UNDISTURBED NATURAL SOIL
<br />(1) #S VERTICAL BAR AT CORNERS AND 10'-{)' O.C.
<br />
<br />GAlV. METAl STRAP (14 GA. X,")
<br />
<br />8'.8'.16' CONCRETE BLOCK
<br />
<br />8' X 24'.24' POURED CONCRETE PAD
<br />
<br />(2) #5 BARS (18' LONG) EACH WAY
<br />
<br />CONCRETE POURED CELLS WITH #5 BAR
<br />(SAKRETE READY MIX wi GRAVEL)
<br />
<br />All TECIiNICAL A-SSlliT"'NCE 1..v,:U,:~I^< '0';.
<br />PROVIDED 'A$,JS'. AND ROY.!\L AI.~',~r"il:,1
<br />DISCLAIMS All WARRANTIES, EXPF.ES,W OR
<br />tMPUW, INCLUDING BUT NOT L:MITED TO, ALL
<br />WMJl.ANTlU OF MERCHANTA,aiLlTY OR flT:".E.SS
<br />FOR A PMTlCUL"1', ~URPC>$E. ROYAL ALUMNUM
<br />DOES NOT WARRANT THAT ANY !'RODUCT ':nLl
<br />COMPLY WITH STATE OR LOCA'- HIlLUINC CODES.
<br />CUSTOMEItS ARE SOUL Y RES,'O:--lSISLE FOR
<br />ENSlJP.rNG COMPLIANCE WITH ANY AND All
<br />GOVU.NMI!.NTAL HGUtAT1(JNS,
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