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<br />
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<br />~
<br />. /Y1.
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<br />
<br />U.{;HANNEL
<br />
<br />
<br />POST IN CONCRETE 114 BAR 12" LONG
<br />
<br />
<br />OPTIONAl. CONCRETE eN' BLOCK
<br />OR BRICK
<br />
<br />~
<br />
<br />I
<br />
<br />~
<br />
<br />POURED CDNCRETE REFER TO TABLE 4
<br />
<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
<br />
<br />ISOLATED FOOTING
<br />
<br />
<br />J~VL
<br />"H 6. 'ffi~
<br />In
<br />~ <'
<br />--.----'"---.,
<br />
<br />
<br />2" x 2" x 0,063' ANGLES
<br />
<br />~.~W~
<br />
<br />....... ,['
<br />
<br />3' x 3" POST TURN BOLTED
<br />TO ANCHOR RISER
<br />2-31." x 2-314' x 2-112" LONG
<br />lla'TUBING
<br />WELDED CDNNECTION
<br />FASTEN PER TABLE 6
<br />
<br />
<br />12" x 12" x 1/4' PLATE
<br />
<br />3-112" CONCRETE S1.A8
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTION
<br />
<br />
<br />~
<br />~~--
<br />00' ~
<br />
<br />~
<br />W
<br />
<br />
<br />AlUMINUM TUBE COLUMN
<br />
<br />EXTRUDED AlUMINUM BASE OR
<br />BREAK FORMED ~L1P
<br />
<br />CORROSION RESISTIVE STEEL
<br />THRU BOLT PER SCHEDULE
<br />
<br />
<br />CONCRETE S1.A8 OR FOOTING
<br />
<br />CONCRETE ANCHORS PER SCHEDULE
<br />
<br />TUBE COLUMN BASE SCHEMATIC
<br />INTERNAL BASE
<br />
<br />(Il tI4 BAR AT CORNERS AND 10'4'
<br />ON CENTER FILL CELLS A.'1D K.'1OCK OUT
<br />BLOCK TOP CDURSE WlTH 3000 PSI
<br />PEA ROCK CDNCRETE
<br />
<br />N
<br />n
<br />
<br />RIB80!'I FoollNG OR MONOLmHC
<br />IF MONOLITHIC SLAJ!IS USED SEE NOTES
<br />OF DETAILS BelOW
<br />
<br />~
<br />
<br />ANCl10R AlUMINUM FRAME TO WAlL
<br />OR SLAJ! WITH 114" X 2,112" MASONRY
<br />A.'lCHOR W1T1'l\N e' OF POST A.'1D 24'
<br />ON CENTER MAXIMUM
<br />
<br />(1l tI4 BAR CDNTINUOUS
<br />
<br />8" x 8" x 16' BLOCK WAlL (MAX. 32")
<br />
<br />(1) #Sl2l BAR OR (2) 114l2l BARS
<br />MiN, 2'112' COVER
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />~
<br />
<br />r1~
<br />~~---
<br />2 0.3 .
<br />['i' ~ . ~
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<br />
<br /> ---1'1 't' : TH!CKNESS OR REOUIRED POST
<br />, , II) '7 TOP OF GRADE
<br /> I
<br /> Ii 3' . 3' POST PER TABLE
<br />. 80 Ib, 2500 psi CONCRETE PRE,MlX
<br />..
<br />'" 1 )-1
<br /> , , 3/8" . 3- I /2" BOL T
<br /> _!1..
<br /> ~-iT (2) 2" . 2" x '\' A.'1GLE OR (I) U-CKANNEL . '\'
<br />[I <l f ,:[
<br />. " "' 3" . 3' BASE
<br /> " . .
<br />, '6- , >
<br />
<br />~
<br />~
<br />ro
<br />n
<br />
<br />'..
<br />
<br />RAISED PATIO FOOTING
<br />
<br />
<br />NOTE: ATTACHME!><T DETAILS SHOWN REQUIRE DIAGONAL.
<br />BRACING FOR FREE-STANDING COVER
<br />
<br />PORCH POST CONNECTION
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
<br />
<br />2''{)' MIN,
<br />BEFORE SLOPE
<br />
<br />,..J
<br />
<br />.;
<br />
<br />~-
<br />---.--
<br />- - - -, -,-
<br />----,--
<br />
<br />1
<br />
<br />--- -,- -
<br />---------
<br />== = := -= =,,':,:= r::::::,'
<br />
<br />>"- 8" -;
<br />
<br />TYPE I
<br />FLAT SLOPE I NO FOOTING
<br />0- 2" 112"
<br />
<br />3- I 12"
<br />
<br />
<br />---
<br />/'
<br />/.
<br />
<br />,
<br />~
<br />
<br />TYPE I I
<br />MODERATE SLOPE FOOTING
<br />2"112".1'.10"
<br />
<br />TYPE I I I
<br />STEEP SLOPE FOOTING
<br />> 1"'0'
<br />
<br />NOTES: I, NO FOOTING REQUIRED EXCEP1 WHEN ADDRESSING EROSION EXCEPT FOR EXISTING
<br />StAB WllliOVT REINFORCEMENT, THEN TRIBUTARY ROOF AREA LIMITED 8Y TABLE 2,4
<br />
<br />2. MONOUll'lIC SLABS OR FOOTINGS SHALL BE MIN, 2.500 PSI CONCRETE WITH SxS-'~10
<br />WELDED WlRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
<br />
<br />3, IF LOCAl BUILDING COOES REOUlRES A MiNIMUM FOOTING USE lYPE II FOOTING OR
<br />FOOTING SECTION REQUIRED BY LOCAl CODE, LOCAL CODE GOVERNS,
<br />
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />PAD FOOTING
<br />
<br />o . _~
<br />~=
<br />L:J--,-
<br />
<br />..", 8" ,;'-
<br />
<br />AlUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (Il #S BAR CONT,
<br />MINIMUM 2-112" OFF GROUND
<br />
<br />RIBBON FOOTING lYPE I
<br />
<br />o .
<br />I: "... ":;.,'I=~
<br />
<br />AlUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (3) #3 BAR CONT,
<br />MiNIMUM 2-112" OFF GROUND
<br />
<br />f'- 12' -.;
<br />
<br />RIBBON FOOTING lYPE II
<br />
<br />AlUMINUM ATTACHMENT
<br />
<br />3-1/2" CONCRETE S1.A8 6.6 - 10.10 WELDED
<br />WIRE MESh.'tl. FIBER !AF.:>H CDNCRE:,"
<br />VISQUENE VAPOR BARRIER UNDER SLAJ!S
<br />HAViNG STRUCTURES ABOVE
<br />
<br />WELL COMPACTED CLEAN FILL OYER SACRJFICED
<br />NATURAL SOIL 90% RELATIVE DENSITY
<br />
<br />CONCRETE FILLED BLOCK STEM WAlL
<br />8' . 8' . 16' C,M,U,
<br />
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<br />
<br />a' x 12" CONCRETE FOOTING WITH ll) #S CDNT1NUOUS
<br />LOCATE ON UNDISTURBED NATURAL SOIL
<br />(I) #S VERTICAL BAR AT CORNERS A.'1D IO'.{)" OC,
<br />
<br />GAl V, MEl' Al STRAP (' 4 G.A. x I')
<br />
<br />a". 8' x 16" CONCRETE BLOCK
<br />
<br />8'.24'.24' PO'JRED CONCRETE PAD
<br />
<br />(2) #S BARS (18" LONG) EACH WAY
<br />
<br />CONCRf:TE PO'JRED CELLS WITH #S BAR
<br />(SA!<RETE READY MIX wi GRAVEL)
<br />
<br />....
<br />'~
<br />W ~_
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<br />Q.. ::l -
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<br />~8Lt;!
<br />Q.) .... " ....
<br />C~~~:il
<br />c~\:....~
<br />35gC3i~
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<br />,>>-UJX
<br />W~65e
<br />Q.)~~~~
<br />"U,JQWU.
<br />,-"wn..J
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<br />Q.) i3 ~ >-
<br />L-~C:
<br />::> Ll.I ,
<br />;>oJO
<br />ro ~ 0.:
<br />-.JU
<br />
<br />
<br />4
<br />
<br />OF
<br />
<br />7
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