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<br />
<br />- U-GHA.NNEL
<br />
<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
<br />
<br />
<br />,_.- -- 2' x 2" x 0,063" ANGLES
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />
<br />~;=
<br />~ 00' 4
<br />
<br />"'
<br />
<br />ALUMINUM TUBE COLUMN-
<br />
<br />EXTRUDED ALuMINUM BASE OR
<br />BREN< FORMED U-CUP
<br />
<br />CORROSION RESISTlYE STEEL
<br />THRU BOLT PER SCHEDULE
<br />
<br />
<br />CONCRETE SLAB OR FOOTING
<br />
<br />CONCRETE A'<CHORS PER SCHEDULE
<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 /><>
<br />~/L1~--
<br />~ ~~!--._-
<br />~.LJ;i
<br />- ' '---
<br />"'---- I /"
<br />..~/ '---/-
<br />
<br />POST IN CONCRETE #4 BAR 12' LONG
<br />
<br />POURED CONCRETE REFER TO TABLE 4
<br />
<br />ISOLATED FOOTING
<br />
<br />~ .'9!~
<br />l'~.
<br />. "-.;./ .
<br />
<br />~
<br />-~ --------
<br />------------
<br />
<br />3' x 3' POST TURN BOLTED
<br />TO ANCHOR RiSeR
<br />2.3/4' x 2.3/4' x 2.112' LONG
<br />1Ia'TUBING
<br />WELD€D CONNECTION
<br />FASTEN PER TABLE 6
<br />12' x 12' x 1/4' PLATE
<br />3-112" CONCRETE SLAB
<br />
<br />BASE ANCHOR CONNE:CTOR
<br />FOR POST TO SLAB CONNECTION
<br />
<br />.
<br />~
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<br />
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<br />
<br />,
<br />
<br />V'
<br />
<br />
<br />'I' = THICKNESS OR REQUIRED POST
<br />
<br />TOP OF GRADE
<br />
<br />3' x 3' POST PER TABLE
<br />
<br />eo lb. 2500 psi CONCRETE PRE-MIX
<br />
<br />318' x 3- 1/2' BOLT
<br />
<br />
<br />OPTIONAL CONCRETE CAP BLOCK
<br />OR BRICK
<br />
<br />(1 1 #4 BAR AT CORNERS A'<D 10'.<J'
<br />ON CENTER FILL CELLS A.'IID KNOCK OUT
<br />BLOCK TOP COURSE Wln1 3000 PSI
<br />PEA ROCK CONCRETE
<br />
<br />~
<br />-
<br />j
<br />~
<br />~
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<br />...
<br />
<br />3' x 3' BASE
<br />
<br />PORCH POST CONNECTION
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
<br />
<br />RIBBON FOOTING OR MONOLITHIC
<br />IF MONOLJTHIC SlAB IS USED SEE NOTES
<br />OF DET AILS BELOW
<br />
<br />I
<br />r 12''''
<br />
<br />ANCHOR ALUMINUM FRAME TO WALL
<br />OR SLAB WITH 114' x 2.1/2' MASONRY
<br />ANCHOR WITHIN 6' OF POST AND 24'
<br />ON CENTER MAXIMUM
<br />
<br />( 1 1 #4 BAR CONTINUOUS
<br />
<br />8' x a" x 1S' BLOCK WALL (MAX. 32")
<br />
<br />(1) 1/.513 BAR OR (2) #413 BARS
<br />MIN, 2-112' COVER
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
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<br />
<br />RAISED PATIO FOOTING
<br />
<br />(2) 2" x 2" x 'I' ANGLE OR (1) U-GHANNEl x 'I'
<br />
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<br />(1) #5 BAR CONT,
<br />--
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<br />
<br />(1) #5 BAR CONT,
<br />'-;---
<br />
<br />;""'*-----
<br />" -
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<br />
<br />2'-0" MIN,
<br />BEFORE SLOPE
<br />~ 1" 3.112'
<br />
<br />~'-'~;:L.==O-:':":':""=~=~ .~.. - -: -~- ~- .
<br />/,="_~'c:~--= -,-,,_. = ===",=","-",=====,,-=
<br />
<br />
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<br />
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<br />
<br />TYPE I
<br />FLAT SLOPE I NO FOOTING
<br />0-2'/12'
<br />
<br />TYPE II
<br />MODERATE SLOPE FOOTING
<br />2'/12..1'.10'
<br />
<br />
<br />: :=-r="'==1'c:' =-
<br />
<br />TYPE III
<br />STEEP SLOPE FOOTING
<br />> 1'-10'
<br />
<br />NOTES: 1, NO FOOTING REQUIRED EXCEPT 'N'rlEN ADDRESSING EROSION EXCEPT FOR EXISTING
<br />SLAB WITHOUT REINFORCEMENT, THEN TRIBUTARY ROOF AREA LiMITED BY TABLE 2,4
<br />
<br />2, MONOLiTHIC SlABS OR FOOTINGS SHALL BE MIN, 2,500 PSI CONCRETE WITH 6x5-'0~10
<br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LiEU OF MESH,
<br />
<br />3, IF LOCAL BUILDING CODES REQUIRES A MINIMUM FOOTING use TYPE 11 FOOTING OR
<br />FOOTING SECTION REQUIRED BY LOCAl COOE, LOCAL CODe GOVERNS,
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />-"- 8' --,I'
<br />
<br />n
<br />-2-8]'" -"'-
<br />",.. ~
<br />. -'-
<br />
<br />J"- 8' -',(
<br />
<br />
<br />PAD FOOTING
<br />
<br />ALUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (1) #5 BAR CONT,
<br />MINiMUM 2-1/2" OFF GROUND
<br />
<br />RIBBON FOOTING TYPE I
<br />
<br />L8
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<br />.-' .: . . =
<br />
<br />," ".I~
<br />
<br />;c- 1 2' -1"
<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"
<br />
<br />ALUMINUM ATTACHMENT
<br />
<br />3-112' CONCRETE SLAB 6 x 6-10 x 10 WELDED
<br />WIRE MESH OR FIBER MESH CONCRETE
<br />VISQUE.'l/E VAPOR BARRIER UNDeR SU.SS
<br />HAVING STRUCTURES ABOVE
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<br />"''ELL COMPACTED CLEAN FILL OVER S,~CRIFICED
<br />,'\ATURAL SOIL 90% RELATIVE DENSITY
<br />
<br />CONCRETE FILLED BLOCK STEM WALL
<br />8' x 8' x 16' C,M,U,
<br />
<br />8' x, 2' CONCRETE FOOTING WITH (1) #5 CONTINUOUS
<br />LOCATE ON UND!STURBED NATURAL SOIL
<br />(1) #5 VERTICAL BAR AT CORNERS AND 10'.<J' Q,C,
<br />
<br />GALV, METAL STRAP (14 GA. x 1')
<br />
<br />a' x 8' x , 6' CONCRETE BLOCK
<br />
<br />a' x 24' x 24' POURED CONCRETE PAD
<br />
<br />(2) #5 BARS (1a'LONG) EACH WAY
<br />
<br />CONCRETE POURED CELLS WITH #5 BAR
<br />(SAKRETE READY MIX wi GRA VEL)
<br />
<br />ALL TEC,i:-:i:>:\c A5SI'i'C' "CS \'!,.'"RIM.5 ARE
<br />PRO\I;)ED 'AS-IS", A:-,C) "v:",. i\LLMIN\JM
<br />DISCLF:.\1S ALL W',RR^~;Tlr.5, E,.,'RESSFD OR
<br />
<br />~~L;~~,~D;~~{)~)~\:'J'J,~: :~T~R~r~~~I~ :~!~~
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<br />CUS': _;,"n~R.5 A?E SO:"i..L Y RES?C'SSl~LE. FOR
<br />E.NSu:,.;.'\G CO!'v~PLlA>1CE W:Td "'_~'( ,"',hID A..U
<br />GOVEP.:';Mc,";T A,L REGUU,Tl0>';S
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