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<br />_r>! <br />-LJ~ <br />~.d'''' <br />. :n <br />' . <br />II <br /> <br />U-CHANNEL <br /> <br />~ POST IN CONCRETE #4 BAR 12" LONG <br />~ I <br /> <br />_: 'I POURED CONCRETE REFE.~ TO TABLE 2.4 <br />y, l:,...---- <br /> <br />,i [ I <br />"'-' I <br />~~'> <br />~ '---/ ~ ~ <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br /> <br />ISOLATED FOOTING <br /> <br /> <br /> <br />J~ <br />. ~~ <br /> <br /> <br />~' x ~' POST TURN BOLTED <br />TO ANCHOR RISER <br />2.314' x 2.314' x 2-112" LONG <br />1,'S' ruBING <br />waDED CONNECTlON <br />FASTEN PER TABlE <br />12" X 12" X 1/4' P'..ATE <br /> <br />.~ <br /> <br />2" x 2" X 0,063" ANGLES <br /> <br /> <br />..--.. <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />3-112" CONCRETE S'..AB <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />AluMINUM TUBE COLUMN <br /> <br />"'(" <br /> <br /> <br />!0~ <br /> <br />OPTlONAl. CONCRETE CAP BLOCK <br />OR BRICK <br /> <br />~Qr- <br />~ '. <br /> <br /> <br />~ <br /> <br />('l #4 BAR AT CORNERS ANO 11l'~' <br />ON CENTER FILL CELLS AND KNOCK our <br />BLOCK TOP COURSE Wl~ 3000 PSI <br />PEA ROCK CONCRETE <br /> <br /> <br />1.. <br />M <br /> <br />RJBSON FOOTlNG OR ~ONOU~IC <br />IF ~ONOUTHIC SLAa is USED SEE NOTES <br />OF DETAJLS aELCW <br /> <br />~12"'" <br /> <br />ANCl10R AlLiMINUM FRAME TO WAll <br />OR SlAB WITH 114' X 2-112" MASONRY <br />ANCHOR WI111IN 6" CF POST ANO 24' <br />ON CENTER ~MUM <br /> <br />(1) #4 BAR CONTINUOUS <br /> <br />a' x a' x 15" SLOCK WAll (MAX. 32") <br /> <br />(' 1 #5\3 BAR CR (2) #4\3 BAAS <br />'<tIN, 2-112' COVER <br /> <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />','"~ <br /> <br />o~ <br /> <br />I.-'---~ <br /> <br />l~,""'ir- ~-'-- <br />m'l <br />.J- ~ <br />fTlj: ' <br />LI~ <br />~ <br />. 51. 3 <br /> <br />=-~ <br />'~~ ~ <br /> <br />l' <br /> <br />AlU~INtiM ATTACHMENT <br /> <br />3-'12' CONCRETE SLAa 6 x 6 - 10 x 10 WELDED <br />'MRE '-AE~H OR FIBER MES!1 CONCi':;:TE <br />VISQUENE VAPOR 3ARRJER uNDER StABS <br />HAVING STRUCT\.iRES ABOVE <br /> <br />~ <br /> <br />'\' = THICKNESS CR REQUIRED POST <br /> <br />10 <br />M <br /> <br />"V TCP OF GRADE <br /> <br />EXTRUDED AlUMINUM BASE OR <br />BREAI< FORMED IJ-CUP <br /> <br />. <br />.... <br />N <br /> <br /> <br />R <br />r <br />~ <br /> <br />4 <br /> <br />CORROSION RESISTIVE STEEL <br />THRU BOLT PER SCl1EDULE <br /> <br />CONCRETE SLAa OR FOOTiNG <br /> <br />CCNCRETE ANCl10RS PER SCHEDULE <br /> <br />-<:l <br /> <br />m <br /> <br /> <br />TUBE COLUMN BASE SCHEMATIC <br />INTERNAL BASE <br /> <br />NOTE; ATTACHMENT DETAJLS SHOWN REQUIRE DIAGONAl <br />BRACiNG FOR FREE-STANDING COVER <br /> <br />Z-<J'MIN. <br />BEFORE SLOPE <br /> <br />{ <br /> <br />,( 3-'12" <br /> <br />-':;":"'=P~~~~~'R::""':~::' '':'''-,,_;,_, <br />~:=-' c:::,~:::::::rt'07OT=,=,:: <br />!~\r-" <br />,;ff' <br />TYPE I <br />R.A T SLOPE J NO FOOTlNG <br />0.2','12" <br /> <br />I <br />\ <br />I <br />n <br /> <br /> <br />I <br />^ <br /> <br />15- <br /> <br />^ <br /> <br />PORCH POST CONNECTION <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br /> <br /> <br />, <br />~ <br /> <br />TYPE I I <br />MODERATE SLOPE FooTlNG <br />2"112"" ,'.10" <br /> <br />TYPEIII <br />STEEP SLOPE FOOTlNG <br />> ".10' <br /> <br />NOTES: 1. NO FooT\NG REQUIRED EXCEPT Wl-fEN AJDDRESSING EROSION EXCEPT FOR EXlSTiNG <br />SlAB WlTIiOUT REiNFORCEMENT. THEN TRIBur ARY ROOF AREA UMlTEO BY TABLE 2 . 4 <br /> <br />2. MONOUTHIC StABS OR FOOTlNGS SHAll BE MIN. 2.500 PSI CONCRETE WITl-i 6J<6.'Ox10 <br />WELDED WlRE '<tESH OR FISER MESH MAY BE USED iN liEU OF MESH. <br /> <br />3. IF LOCAL BUILDING CODES REQUIRES A MINIMUM FooTlNG USE TYPE II FOOTING OR <br />FOOTING SECTlON REQUIRED BY LOCAl. CODE. LOCAL CODE GOVERNS. <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />3' x 3' POST PER TABLE <br /> <br />I <br />j <br />, <br /> <br />"'" <br /> <br />80 lb. 2500 psi CONCRETE PRE-MIX <br /> <br />~ <br /> <br />"" <br /> <br />3lS' x 3-112' eeL T <br /> <br />(2) 2" x 2" x '\' ANGLE OR (1) U-CHANNEL x '\' <br /> <br />RAISED PATIO FOOTING <br /> <br />3' x ~' BASE <br /> <br />WELL COMPACTED CLEAN Fill OVER SACRIFiCED <br />NATlURAl SOIL :lO'Y. FlELATlVE CENSITY <br /> <br />CONCRETE FILLED aLOCK STE.'A WAll <br />a' x a' x 16" C.M.U. <br /> <br />8' x '2' CONCRETE FOOTiNG WlTH (1) 1/.5 CONTNUOUS <br />LOCATE ON UNDISTURlBEi:l NATlUAAl SOIL <br />(1) #5 VERTICAL BAR AT CORNERS AND 11l'-<J' OC. <br /> <br />GALV. METAl STRAP ('4 GA. X") <br /> <br /> <br />8' X a" X 16" CONCRETE BLOCK <br /> <br />/ <br /> <br />S' x 24' x 24' POURED CONCRETE PAD <br /> <br />(2) #5 BARS ('a'LONG) EACH WAY <br /> <br />CONCRETE POl;RED CEliS WITH #S BAA <br />(SAKRETE READY MIX HI GRAVEL) <br /> <br />PAD FOOTING <br /> <br />11 <br />liJ. --"< <br />. . . <br />. . .. <br /> <br />-": <br />Ja-.l <br /> <br />AlLiMINUM STRUCT\.iRE FooTlNG <br />2500 PSI CONCRETE WITIi (') #5 BAA CONT. <br />MINIMUM 2.112" OFF GROUND <br /> <br />RIBBON FOOTING TYPE I <br /> <br />U ~ <br />~~ <br />L::::J -": <br />Ii' <br />i'-- 12" -;<' <br /> <br />AlUMiNUM STRUCTURE FOOTING <br />2500 PSI CONCRETE WITl-i (3) ~ BAR CONT, <br />MINIMUM 2.112" OFF GROUNO <br /> <br />RIBBON FOOTING TYPE II <br /> <br />.....J <br />-< <br />(/') ::J <br />a z <br />w -< <br />:c ~ <br />(/')z <br />od ~ <br />(/')ii5~ <br />Cl: llJ <br />wo~ <br />>(/)W <br />OllJa <br />Ua:N <br />Q::Jz <br />1-1-0 <br /><<()i= <br />0.. ::J " <br />_ a: '-" <br />(/')f-W <br />I-(/)U) <br />Cl: ::::E <br />o :::l <br />o..z <br />a:_ <br /><< ~ <br />u :::> <br />.....J <br /><( <br /> <br />.... <br />W ~_ <br />. f.,; N <br />1"\ ....- <br />u.. :l N <br />:J)M <br />........- ~ ri ..,. <br />Q) U 4":::: <br />C",z"f<o <br /><:0""", <br />C-lJ~<O", <br />~~~i~ <br />.......:I:s:!._ <br />.~f-cuC5 <br />WCl.li5ze <br />0",0)( <br />Q),,,,J:< <br />U~tQ1lu.. <br />:..u '"" ....i <br />C........cu <br />Q)~~f- <br />I..<.:l:n <br />:>~ . <br />>,,'1:1 <br />ro/~ OL.i <br />...J U . <br />/ <br />/ <br /> <br /> <br />41: <br />/ ~Cl ~~ <br /> <br />( SHEET EAL <br />v <br /> <br />4 <br /> <br />OF <br /> <br />7 <br />