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<br />-r,- V], "",______
<br />~
<br />
<br />U-GHANNEL
<br />
<br />~~~--
<br />~ ~~..------
<br />~:~YI' !
<br />/' ..........
<br />------ /" "
<br /><' '-/ ''-/-
<br />
<br />POST IN CONCRETE #4 BAR '2" LONG
<br />
<br />POURED CONCRETE REFER TO TABLE 2,4
<br />
<br />INTERNAL OR EXTERNAL RECEIVING CHANNEL
<br />
<br />ISOLATED FOOTING
<br />
<br />-,--!1r-r-
<br />I v I
<br />-i t ~_~
<br />
<br /><> //-----
<br />'---- ! 1 i""" r ---
<br /><-1~........~/-
<br />~!~~-
<br />, v~'
<br />
<br />L........ "'%.'7--
<br />~---..
<br />~-
<br />
<br />
<br />2" x 2" x 0.063" ANGLES
<br />
<br />3" x 3" POST llJRN BOLTED
<br />TO ANCHOR RISER
<br />2-314" x 2-314" x 2..'/2' LONG
<br />liS" TUBING
<br />WELDED CONNECTION
<br />FASTEN PER TABLE
<br />12" x 12" x 114" PlATE
<br />3-112" CONCRETE SlAB
<br />
<br />INTERNAL OR EXTERNAL ANGLE CLIPS
<br />
<br />BASE ANCHOR CONNECTOR
<br />FOR POST TO SLAB CONNECTION
<br />
<br />~~
<br />i,~~
<br />I ---=--.i/
<br />{ ~, <0-'-
<br />L 1:~c.~ y
<br />:r 'i" "<
<br />(I ~~ ~
<br />~.
<br />~
<br />
<br />ALUMINUM TUSe COlUM~
<br />
<br />"
<br />
<br />EXTRUDED ALUMINUM aASE OR
<br />BREAK FORMED U-CUP
<br />
<br />'"
<br />N
<br />
<br />CORROSION RESIS"':VE ST'EEL
<br />THRU BOLT PER SCHEDULE
<br />
<br />/
<br />/
<br />i-I. ' ~ ~
<br />
<br />...,--
<br />
<br />CONCRETE SL..A3 OR FOOTiNG
<br />
<br />CONCR~ ANCHORS PE." SCHE9ULE
<br />
<br />TUBE COLUMN BASE SCHEMATIC
<br />INTERNAL BASE
<br />
<br />,
<br />---',
<br />I, VI
<br />
<br />'1' = THICKNESS OR REQUIRED POST
<br />
<br />V" ,OP OF GRADE
<br />
<br />3" x 3' POST PER TABLE
<br />
<br />
<br />I'
<br />II
<br />ig == ~~
<br />
<br />80 lb. 2500 p5' CONCRETE PRE-MiX
<br />
<br />3/8" x 3-1/2" BOLT
<br />
<br />OPTIONAl. CONCRETE eN' BlOCK
<br />
<br />~~~: AT CORNERS AND 10'-ll" ---~ fu' r--
<br />
<br />ON CENTER FILL CELLS AND KNOCK OUT I ~
<br />BLOCK TOP COURSE WITH 3000 PSI i r
<br />PEA ROCK CONCRETE N .~~ ~ =_-_,-_~
<br />
<br />"", IT1"!
<br />Ih
<br />~~
<br />
<br />~ I
<br />
<br />RIBBON FOOTING OR MONOLITHIC
<br />IF MONOUTHIC SlAB IS USED SEE NOTES
<br />OF DETAILS BELOW
<br />
<br />r 12- .~
<br />
<br />ANCHOR ALUMINUM FRAME TO WAlL
<br />OR SlA8 WITH 1/." X 2.1!2" MASONRY
<br />ANCHOR WITHIN 6" 0;: POST AND 2."
<br />ON CENTER MAXIMUM
<br />
<br />(1) #4 BAR CONTINUOUS
<br />
<br />B" x e" x 16' BLOCK WAlL (MAX. 32")
<br />
<br />(1) #50 BAR OR (2) 1140 BARS
<br />MIN. 2,112" COVER
<br />
<br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES
<br />
<br />'-.-
<br />
<br />u-----
<br />
<br />'.-:-'-- -..'- -,..'--'"-1
<br />::10 r" ;.-'l
<br />@' ,', ~
<br />3 ;, "
<br />~~
<br />~ -: ~
<br />~ I:. ~
<br />~,~
<br />".- ,-"
<br />= "
<br />;3. Ii .g
<br />3 ':'1 '~
<br />3 ,'~
<br />~..i; ~
<br />~II"
<br />2 -.;: ~
<br />CO-C'
<br />"'---- . . .
<br />, '.
<br />,
<br />
<br />3' x 3' BASE
<br />
<br />NOTE: ATTACHME"T DETAILS SHOWN REQUIRE DIAGONAl
<br />BRACING FOR FREE-ST ANDING COVER
<br />
<br />PORCH POST CONNECTION
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
<br />
<br />2'.<)' MIN,
<br />BEFORE SLOPE
<br />
<br />
<br />" :=;=.====~=-
<br />N
<br />
<br />AlUM,NUM ATTACHMENT
<br />
<br />3,1/2" CONCRETE SLAB 6 x 6, '0 x 10 lVElDED
<br />WIRE MESH OR FIBER MESH CONCRETE
<br />VISQUENE VAPOR BARRIER UNDE.R SlABS
<br />HAVING STRUCTURES ABOVE
<br />
<br />~
<br />~
<br />~
<br /><">
<br />
<br />WELL COMPACTED CL::AN FILL OVE;~ SACRIFIC:::D
<br />NATURAL SOIL ~O% RELAT1VE DENSITY
<br />
<br />CONCRETE FILLED BLOCK STEM WAlL
<br />e' x e" x 16' C,M,U,
<br />
<br />'-<--
<br />
<br />:.,
<br />
<br />e" x '2' CO"CRETE oOOTING WITrl (1) #5 CONTI""UOUS
<br />LOCATE ON UNDISTURBED NATURAL SOIL
<br />(1) #5 VERTICAL BAR AT COf\NERS AND 10'.<)" O,C,
<br />
<br />~
<br />
<br />RAISED PATIO FOOTI~JG
<br />
<br />-
<br />,,~
<br />
<br />(2) 2' x 2" x 'I' ANGLE OR (1) U-Cr-ANNE,- x 'I'
<br />
<br />16"
<br />
<br />,/
<br />
<br />
<br />,""
<br />
<br />T
<br />
<br />3-1/2"
<br />
<br />~,_"<,,,_."._.:,-,J -~. ~- - --
<br />, . - -'.,-,,'-"-' ,- "; - - -. - - - -
<br />--- ..--------
<br />-- ---_._---
<br />- - - - - - - ,- - - '-."
<br />
<br />---
<br />
<br />~
<br />
<br />_e"-,,<
<br />
<br />TYPE I
<br />FLAT SLOPE / NO FOOTING
<br />0,2"/12"
<br />
<br />TYPE II
<br />MODERATE SLOPE FOOTING
<br />2'/12" -1',10'
<br />
<br />TYPE III
<br />STEEP SLOP" FOOTING
<br />> 1'.10"
<br />
<br />NOTES' 1, NO FOO,I'<G REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTING
<br />SLAa W1THOUT REINFORCEMENT, THEN TRIBUTAAY ROOF AREA LJMITED BY TABLE 2 4
<br />
<br />2. MONOLITHIC SLABS OR FOOTINGS SHALL BE MIN. 2.500 PSI CONCRETE WITH 6xD-1Cx10
<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 II FOOTING OR
<br />FOOTiNG SECTION REQUIRED BY lOCAl CODE. LOCAL CODE GOVERNS,
<br />
<br />SLAB DETA1LS ADDRESSING EROSION
<br />
<br />
<br />",..-----
<br />" -
<br />/ =
<br />" ,
<br />
<br />_e'-,,<
<br />
<br />
<br />r'YT
<br />~
<br />L]-:
<br />
<br />--"
<br />
<br />- S" -,,<
<br />
<br />GALV, METAL STR/\? (>4 GA. x 1')
<br />
<br />!I .
<br />g, I, ,;
<br />31' '" =
<br />llir~
<br />OJ ~fl~ ~
<br />31- \r. =
<br />:1 I' :
<br />I,'...", ..~L...
<br />
<br />e" X 8" x 16" CONCRETE BLOCK
<br />
<br />8' x 24" x 24' POURED CONCRETE PAD
<br />
<br />/
<br />~'1
<br />
<br />(2) #5 BARS ('8' LONG) EACH WAY
<br />
<br />CONCRETE POURED CELLS WITH #5 BAR
<br />(SAKRETE READY MIX wi GRAVEL)
<br />
<br />PAD FOOTING
<br />
<br />ALUMINUM STRUCTURE FOOTING
<br />2500 PSI CONCRETE WITH (') #S BAR CONT,
<br />MiNiMUM 2.1/2' OFF GROUND
<br />
<br />RIBBON FOOTING TYPE I
<br />
<br />,..-'r-
<br />I
<br />
<br />
<br />1~' '.'L~
<br />
<br />,..c-- 1 2" ~
<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 />
<br />
<br />
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<br /><:C
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<br />(/) llJ :<
<br />:sOf-
<br />~iZ~
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<br />Q) ~ < :q:-":'
<br />ffi 0:; gie
<br />.~sW"~
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<br />"~"'wu..
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<br />C"''''w
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<br />ru
<br />
<br />
<br />3
<br />
<br />OF
<br />
<br />6
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