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<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
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<br />2' x 2" x 0,063' ANGLES
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />ALUMiNUM TUBE COLUMN
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<br />EXTRUDED ALUMINUM BASE OR
<br />BREAI< FORMED U-CLlP
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<br />
<br />CORROSION RESISTiVE STEEL
<br />THRU BOLT PER SCHEDULE
<br />
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<br />
<br />
<br />CONCRETE SLAB OR FOOTiNG
<br />
<br />CONCRETE ANCHORS PE,~ SCHEDULE
<br />
<br />lUBE COLUMN BASE SCHEMATIC
<br />INTERNAL BASE
<br />
<br />NOTE; ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL
<br />BRACING FOR FREE-STANDING COVER
<br />
<br />'Z'/;)' MIN,
<br />BEFORE SLOPE
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<br />3-1/2'
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<br />n'PE I
<br />FL4.T SLOPE I NO FOOTING
<br />0-2"112"
<br />
<br />~~ POST IN CONCRETE 11-4 BAR 12" LONG
<br />
<br />: ~-+--_ POURED CONCRETE REFER TO TABLE 2.4
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<br />ISOLATED FOOTING
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<br />3' x 3' POST TURN BOLTED
<br />TO ANCHOR RISER
<br />2.314' x 2.314' x 2.1/2' LONG
<br />1 IS' TUBING
<br />WELDED CONNECTION
<br />FASTEN PER TABLE
<br />
<br />12' x 12" x 114' PLA.TE
<br />3- \ /2' CONCRETE SlAB
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTION
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<br />'f = THICKNESS OR REQUIRED POST
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<br />"V TOP OF GRADE
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<br />3' x 3' POST PER TABLE
<br />
<br />80 lb. 2500 psi CONCRETE PRE.MIX
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<br />3/8' x 3- 1/2' BOLT
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<br />OPTiONAl CONCRETE eM' BLOCK
<br />OR BRICK
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<br />('lll-4 BAR AT CORNERS AND 10'..()"
<br />ON CENTER FILL CELLS AND KNOCK OUT
<br />BLOCK TOP COURSE WITH 3000 PSI
<br />PEA ROCK CONCRETE
<br />
<br />RIBBON FOOTING OR MONOUTHIC
<br />IF MONOUTHIC SlAB IS USED SEE NOTES
<br />OF DETAILS BELOW
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<br />'" 12" -"
<br />
<br />ANCHOR ALUMINUM FRAME TO WALL
<br />OR SlAB Willi 114' x 2.\12" MASONRY
<br />ANCHOR Willi IN 6' OF POST AND 24'
<br />ON CENTER MAXIMUM
<br />
<br />(' 1 #4 BAR CONTINUOUS
<br />
<br />S' X 6' X 16' BlOCK WALL (MAX. 32")
<br />
<br />(1) fI.5l3 BAR OR (2) #40 BARS
<br />MIN, 2.112" COVER
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
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<br />ALUMINUM ATTACHMENT
<br />
<br />3-1/2' CONCRETE SlAB 6 x S - 10 x,o WELDED
<br />WIRE MESH OR FIBER MESH CONCRETE
<br />VISQUENE VAPOR BARRIER UNDER SLABS
<br />HAViNG STRUCTURES ABOVE
<br />
<br />WELL COMPACTED Cl <:AN FILL OVE,";' SACRIFIC;::D
<br />NATURAL SOIL 00% RELATiVE DENSITY
<br />
<br />CONCRETE FILLED BLOCK STEM WALL
<br />S' x a' x 16' C,M,U,
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<br />8' x 12' CONCRETE FOOTING \'VIlli (1l #5 CONTINUOUS
<br />LOCATE ON UNDISTURBED NATURAL SOIL
<br />(') #5 VERTICAL BAR AT CORNERS AND 10''/;)' O,C,
<br />
<br />RAISED PATIO FOOTING
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<br />(2) 2" x 2" x l' ANGLE OR (1 l U-GHANNEL X l'
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<br />3' x 3' BASE
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<br />PORCH POST CONNECTION
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
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<br />,I- 8'-..,1
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<br />n'PE II
<br />MODERATE SLOPE FOOTING
<br />2"/12".1'.10"
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<br />TYPE 1\ I
<br />STEEP SLOPE FOOTING
<br />> 1'.10'
<br />
<br />NOTES' 1, NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXISTING
<br />SlAB WllliOUT REiNFORCEMENT, lliEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2,4
<br />
<br />2. MONOLITHIC SlABS OR FOOTINGS SHAlL BE MIN, 2,500 PSI CONCRETE WITH 6x6-1Ox10
<br />WELDED WoRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
<br />
<br />3, IF LOCAL BUILDING COOES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
<br />FOOTiNG SECTION REQUiRED BY LOCAL CODE. LOCAL CODE GOVERNS,
<br />
<br />SLAB DETAILS ADDRESSING EROSION
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<br />PAD FOOTING
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<br />ALUMINUM STRUCTURE FOOTiNG
<br />2500 PSI CONCRETE Willi (1) tI-5 BAR CONT,
<br />MINIMUM 2.112" OFF GROUND
<br />
<br />RIBBON FOOTING TYPE I
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<br />-;"- 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 />GALV, METAL STRAP (14 GA xl')
<br />
<br />a' x a' x 16' CONCRETE BLOCK
<br />
<br />8' X 24' x 24' POURED CONCRETE PAD
<br />
<br />(2) #5 BARS (1a' LONG) EACH WAY
<br />
<br />CONCRETE POURED CELLS WITH tI-5 BAR
<br />(SAKRETE READY MIX wi GRAVEL)
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