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<br />
<br />U--:HANNEL
<br />
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<br />
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<br />o ' ______
<br />, l.:.- '
<br />I I '
<br />
<br />I......,:~.
<br />/....,
<br />.... ./
<br />l. ........./ _'-...../ L..
<br />
<br />POST 'IN CONCRETE #4 BAH 12" LONG
<br />
<br />OPTIONAl CONCRETE CAP BLOCK
<br />OR BRICK ~ I~ ~
<br />
<br />(1) #4 BAR AT CORNERS AND ~O'~. ',-- n~
<br />ON CENTER FlU CELLS AND KNOCK OUT ttt='1
<br />BLOCK TOP COURSE WITti 3000 PSI ~
<br />PEA ROCK CONCHS1; I " -
<br />
<br />~ ITL ,
<br />~]~
<br />
<br />POURED CONCRETE REFER TO TABLE 2.4
<br />
<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
<br />
<br />ISOLATED FOOTING
<br />
<br />
<br />~r
<br />
<br />
<br />Fi~
<br />l.~lJ
<br />\.....
<br />
<br />
<br />. .
<br />
<br />:::
<br />
<br />2" x 2. x O,~3. ANGLES
<br />
<br />, -
<br />'';1
<br />;1.1
<br />
<br />.:ill
<br />
<br />~
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />3' x 3' POST 11JRN BOLTED
<br />TO ANCHOR RISER
<br />2.314' X 2.314' x 2.1(2. LONG
<br />'18. 11JBING
<br />WELDED CONNECT10N
<br />FASTEN PER TABLE
<br />
<br />12" x 12" X 114' PLATE
<br />
<br />3-'i2" CONCRETE ~'.AB
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTION
<br />
<br />ALUMINUM 'i1JBE COLUMN
<br />
<br />I.~
<br />
<br />E:GRUDED ALUMINI.;M BASE OR
<br />BREAK FORMED U-<;UP
<br />
<br />.
<br />....
<br />N
<br />
<br />
<br />
<br />~
<br />
<br />~ .
<br />I~
<br />~
<br />
<br />4
<br />
<br />CORROSION RESISTIVE STE"L
<br />THRU BOLT PER SCHEDULE
<br />
<br />
<br />~
<br />
<br />TUBE COLUMN BASE SCHEMATIC
<br />INTERNAL BASE
<br />
<br />NOTE; ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl
<br />BRACING FOR FREE..sTANDING COYE.q
<br />
<br />'Z~ MIN.
<br />BEFORE SLOPE
<br />
<br />,
<br />I
<br />
<br />if'
<br />I
<br />:'
<br />, ,~ _ i' _ _ _
<br />~'-:=,:_'=,.""" ,.' iE:'- ,I
<br />, ' . .-',-' -........ ,~.....-~-,~, --.,~...-;' '., . ">-,
<br />, ~~#?T:=-';:" ,-, --' - b'7ib~a-''''TTc5'=~'''-h"
<br />
<br />3-112.
<br />
<br />'TYPE I
<br />FLAT SLOPE / NO FOOTING
<br />0-2./12"
<br />
<br />I
<br />
<br />[I
<br />
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<br />
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<br />
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<br />''''i-7
<br />
<br />S7
<br />
<br />
<br />RIBBON FOOTING OR MONOLITHiC
<br />IF MONOUTrllC SLAB IS USED SEE NOTES
<br />OF DETAILS BELOW
<br />
<br />if' 12. ""
<br />
<br />ANCHOR ALUMINUM FRAME TO WALL
<br />OR SLAB WITH ~J4' x 2.1i2" I.MSONRY
<br />ANCHOR WrT1-iIN 6" CF POST AND 24'
<br />CN CE,'HER MAXJMUM
<br />
<br />(') #4 8AH CONTINUOUS
<br />
<br />8' x 8. x , 6" BLOCK 'HALL (MAX. 32')
<br />
<br />(') ~i3 8AH OR (2) #413 BARS
<br />MiN, 2,112. COYER
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />~
<br />
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<br />
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<br />
<br />CONCRETE SLAB OR FOOTiNG
<br />
<br />CCNCRETE A.'ICHORS PER SCHEDULE
<br />
<br />4 E
<br />.
<br />
<br />;0
<br />4]
<br />
<br />'t' = THICKNESS CR REQUIRED POST
<br />
<br />I
<br />I
<br />~
<br />::!
<br />~
<br />...,
<br />
<br />416-
<br />
<br />i
<br />'"
<br />
<br />TO? OF GRADE
<br />
<br />3. x 3' POST PE.q TABLE
<br />
<br />i
<br />I
<br />J,
<br />
<br />",
<br />
<br />80 Ib, 2500 psi CONCRETE PRE.MIX
<br />
<br />=
<br />
<br />""
<br />
<br />Jl8. x 3-112' BOLT
<br />
<br />(2) 2" x 2" x'f ANGLE OR (') U-cHA....NEl x 't'
<br />
<br />RAISED PATIO FOOTING
<br />
<br />3. x 3' BASE
<br />
<br />AlUMINUM ATTAChMENT
<br />
<br />3.112. CONCRETE SLAB 6 x 6.'0 x 10 WELDED
<br />WIRE 'JE~H OR FIBER MES,; CONC;::;:TE
<br />
<br />VISQUE'IE VAPOR BARRIER UNDER SLABS
<br />HAVING STRUCT1..iRES ABOVE
<br />
<br />WELL COMPACTED CLEAN Fill OYER SACRIFICED
<br />NATURAL SOIL 90% RELATIVE DENSITY
<br />
<br />CONCRETE FILLED BLOCK STEM WALL
<br />8. x a. x '0. C,M,U,
<br />
<br />8. x '2. CCNCRETE FOOTi,NG WITH (1) #5 CCNTiNUOUS
<br />LOCATE CN UNDISruR9EeJ NATURAl SOIL
<br />(') #5 VERTCAl BAA AT COR.....ERS AND 'O'~' OC,
<br />
<br />GALV, METAL STRAP (14 GA. x,')
<br />
<br />n '
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<br />='=='~,.::;:.::lI
<br />
<br />8. x 6. x ~ 6. CONCRETE BLOCK
<br />
<br />PORCHPOSTCONNEC~ON
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
<br />
<br />8. X 24. x 24' POURED CONCRETE PAD
<br />
<br />
<br />
<br />---
<br />
<br />/ ~ ~.J2~
<br />
<br />-::=1
<br />
<br />> ~~7~7=T:~:-
<br />N i i
<br />- .,1-6.-.<
<br />ll'PE II I
<br />STEEP SLOPE FOOTING
<br />> ".10.
<br />
<br />'TYPE I J
<br />MODERATE SLOPE FOOTING
<br />2./12". ".10.
<br />
<br />NOTES: 1. NO FOOTING REQUIRED EXCEPT WlrlEN ADDRESSING EROSION EXCEPT FOR EXISTING
<br />SLAB W1THOUT REINFORCEMENT. THEN TRIBUTARY ROOF AREA liMITED BY TABLE 2,4
<br />
<br />2. MONOLJT\1IC SlABS OR FOOTiNGS SHAlL BE MIN, 2,500 PSI CONCRETE WrT1-i 6x6-~Oxl0
<br />WELDED W1RE MESH OR FIBER MESH MAY BE USED IN L;EU OF MESH.
<br />
<br />3. IF lOCAl BUILDING CODES 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
<br />
<br />(2) #5 BAAS (18. lONG) EACH WAY
<br />
<br />CONCRETE POURED CELLS Win, tIS BAR
<br />(SAKRETE READY MIX wi GRAVEL)
<br />
<br />PAD FOOTING
<br />
<br />~Gn
<br />I I
<br />-,f 8. }..
<br />
<br />ALUMINUM STRUCT1..iRE FOOTiNG
<br />2500 PSI CONCRETE WITH (') #5 BAR CONT,
<br />MINiMGM 2.'12" OFF GROUND
<br />
<br />RIBBON FOOTING TYPE I
<br />
<br />~~
<br />~~
<br />I "
<br />if-- 12" _
<br />
<br />ALUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (3) #3 BAR CONT,
<br />MINiMUM 2.'12" OFF GROUND
<br />
<br />RIBBON FOOTING TYPE II
<br />
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