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<br />U-CHANNEL
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<br />~ POST IN CONCRETE,.. BAR 12" LONG
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<br />~~. ~I" ~- POURED CONCRETE REFER TOTABlE 2.4
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<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
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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.\12" LONG
<br />118' TUBING
<br />WelDED CONNECTION
<br />FASTEN PER TABLE
<br />
<br />2' x 2' x 0.063' ANGLES
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<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />12'. '2".114' PLATE
<br />
<br />3-112" CONCRETE SLAB
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTION
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<br />ALUMINUM TUSE COLUMN
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<br />'I' = THICKNESS OR REQUIRED POST
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<br />'7 TOP OF GRADE
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<br />EXTRUDED ALUMINUM aASE OR
<br />BREAK FORMED U-CLlP
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<br />CONCRETE SlAB OR FOOTING
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<br />
<br />TUBE COLUMN BASE SCHEMATIC
<br />INTERNAL BASE
<br />
<br />NOTE: ATIACHMENT DETAiLS SHOWN REQUIRE DIAGONAL
<br />BRACING FOR FREE-ST ANDING COVER
<br />
<br />Z.{)'MIN,
<br />BEFORE SLOPE
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<br />3-112'
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<br />TYPE I
<br />FlAT SLOPE I NO FOOTING
<br />0-2'/12"
<br />
<br />3" x 3' POST PER TABLE
<br />
<br />80 lb. 2500 psi CONCRETE PRE.MIX
<br />
<br />318' x 3-112' BOLT
<br />
<br />OPTiONAl CONCRETE CAP BLOCK
<br />OR BRJCK
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<br />(1) #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 MONOlITHIC
<br />IF MONOUTHIC SlAB IS USED SEE NOTES
<br />OF DETAiLS BELOW
<br />
<br />i
<br />
<br />
<br />ANCHOR ALUMINUM FRAME TO WALL
<br />OR SU\a WITH 114' .2.112" IMSDNRY
<br />ANCHOR WITHIN 6' OF POST AND 24'
<br />ON CENTER MAXIMUM
<br />
<br />(1) #4 BAR CONTINUOUS
<br />
<br />8' x 8' x 16' BLOCK W ALL (MAX. 32")
<br />
<br />(1) I/5e BAR OR (2) #413 BARS
<br />MiN, 2.112" COVER
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
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<br />(2) 2" x 2" x 'I' ANGLE OR (1 l U-CHANNEl X 'I'
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<br />16"
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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 />,f- 8' ~
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<br />,f- 8" -~
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<br />TYPE II
<br />MODE."l.ATE SLOPE FOOTING
<br />2"/12".1'.10"
<br />
<br />TYPE III
<br />STEEP SLOPE FOOTING
<br />> 1'.10"
<br />
<br />NOTES. ,. NO FOOTING REQUIREO EXCEPT WHEN ADORESSING EROSION EXCEPT FOR EXISTING
<br />SLAB WITHOUT REINFORCEMENT, THEN TRJBUTARY ROOF AREA LIMITED BY TABLE 2.4
<br />
<br />2, MONOLITHIC SLABS OR FOOTINGS SHAlL BE MIN. 2,500 PSI CONCRETE WITH 6x6-1Oxl0
<br />WELDED WIRE MESH OR FIBER MESH MAY BE USEO 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 COOE. LOCAL CODE GOVERNS,
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<br />SLAB DETAILS ADDRESSING EROSION
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<br />PAD FOOTING
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<br />ALUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (1) lIS BAR CONT,
<br />MINiMUM 2.112" OFF GROUND
<br />
<br />RIBBON FOOTING TYPE I
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<br />ALUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (2) 1#5 OR (3)113 BAR CONT.
<br />MiNIMUM 2.112" OfF GROUND
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<br />RIBBON FOOTING TYPE II
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<br />ALUMINUM ATIACHMENT
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<br />3-112' CONCRETE SLAB 6 x 6 - lax 10 WELDED
<br />WIRE MESH OR FIBER MESH CONCRETE
<br />VISQUENE VAPOR BARRIER UNDER SLABS
<br />HAVING STRUCTURES ABOVE
<br />
<br />WELL COMPto,CTED CLc:AN FILL OVE,~ SACRJFIC:=D
<br />NATURAL SOIL ()O% RELATIVE DENSITY
<br />
<br />CONCRETE FILLED BLOCK STEM WALL
<br />8' x 8' x 16' C.M.U,
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<br />8' . 12' CONC""ETE FOOTING WITH (1) 115 CONTINUOUS
<br />LOCATE ON UNDISTURBED NATURAL SOIL
<br />III 115 VERTICAL BAR AT CORNERS AND 10''{)' o.c,
<br />
<br />GALV, METAL STRAP (14 GA. X 1')
<br />
<br />8' X 8' x 16' CONCRETE BLOCK
<br />
<br />8' X 24' X 24' POURED CONCRETE PAD
<br />
<br />(2) 115 BARS (18' LONG) EACH WAY
<br />
<br />CONCRETE POURED CELLS WITH lIS BAR
<br />(SAKRETE READY MIX wi GRAVEL)
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<br />CORROSION RESISTIVE STEEL
<br />T1-iRU BOLT PER SCHEDULE
<br />
<br />CONCRETE ANCHORS PER SCHEDULE
<br />
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