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<br /> <br />U.cHMNEL <br /> <br /> <br />POURED CONCRETE REFER TO Tlll3lE 4 <br /> <br />POST IN CONCRETE 114 BAR 12' LONG <br /> <br />'" <br />-<: '> <br />c~........../c <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br /> <br />ISOLATED FOOTING <br /> <br /> <br />, 2" x 2' x 0,063' ANGLES <br /> <br />I~~ <br />1'~, <br />. ~. <br />l.. ~,-...J-- . <br />~ <br />~ <br /> <br />3' x 3' POST T1JRN BOLTED <br />TO ANCHOR RISER <br />2-314' x 2-314' x 2-112' LONG <br />1/8' TUBING <br />WELDED CONNECTION <br />FASTEN PER TABLE 6 <br />12' x 12' x 1/4' 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 />1- <br /> <br /> <br />~ <br />: c::::: <br />~ ,..........1 <br /> <br />~v <br /> <br /> f1 't' = TrllCKNESS OR REQUIRED POST <br />, 'V TOP Of GRADE <br /> II I <br /> i:1 3' x 3' POST PER TABLE <br />~ 80 lb. 2500 psi CONCRETE PRE.MIX <br />N 'I <br />I "I: _-~t 318' X 3-112' SOL T <br />I <br />L .~-I (2) 2' )( 2" l( 't' ANGLE OR (1) U-CHANNEL l( 't' <br />~ :j ~ ~ <br /><l 'f <l ~] <br />'" . . .. 3' X 3' aASE <br /> . . <l <br />~ <br /> I I <br /> " I <br />^ 16' "" <br /> <br />AlUMINGM T1JBE COLUMN <br /> <br />EXTRUDED ALUMINUM BASE OR <br />BREAl< FORMED U-CUP <br /> <br />CORROSION RESISTIVE STEEL <br />THRU BOLT PER SCHEDULE <br /> <br /> <br />CONCRETE SLAB OR FOOTING <br /> <br />CONCRETE ANCHORS PER SCHEDULE <br /> <br />TUBE COLUMN BASE SCHEMATIC <br />INTERNAL BASE <br /> <br />PORCH POST CONNECTION <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br /> <br />NOTE; ATTAChMENT DETAilS SHOWN REQUIRE DIAGONAL <br />BRACING FOR FREE-STANDING COVER <br /> <br />2'-0' MIN. <br />BEFORE SLOPE <br />, 1 3-112' <br />1 , , <br />! 1 ~ <br />~~lCei?"C,,"c~~'"'te~~~~=e="'=",,~ <br /> <br /> <br />TYPE I <br />FLAT SLOPE / NO FOOTING <br />0.2'/12' <br /> <br />stA8 <br /> <br />1.(' <br /> <br />r;/.(~Ti IJ " <br /> <br /> <br /> <br />--- <br />I'" <br />/. <br /> <br /> <br />,1.= <br />~ <br />'\ ~:~~=f~=-=' <br />~ <br />~8'~ <br /> <br />TYPE II <br />MODERATE SLOPE FOOTiNG <br />2'/12" " 1'.10' <br /> <br />TYPE III <br />STEEP SLOPE FOOTING <br />> 1'.10' <br /> <br />NOTES: 1. NO FOOTING REQUIRED EXCEPT WriEN ADDRESSING EROSION EXCEPT FOR EXISTING <br />SlAB WITHOUT REiNFORCEMENT, THEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2.4 <br /> <br />2. MONOLITHIC SlABS OR FOOTiNGS SHAlL BE MIN. 2,500 PSI CONCRETE WITH 6x6-1ex10 <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 COCE GOVERNS. <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />OPTIONAL CONCRETE CAP BLOCK <br />OR BRICK <br /> <br />(1) 114 BAR AT CORNERS AND 10'-0' <br />ON CE.NTER FILL CELLS AND K.'ljOCK OUT <br />BLOCK TOp COURSE WlTH 3000 PSI <br />PEA ROCK CONCRETE <br /> <br />r-- <br /> <br />A.NCHOR ALUMINUM FRAME TO WALL <br />OR SLAB WITH 1/4' X 2.112" MASONRY <br />A.NCHOR WITHIN 6' OF POST AND 24' <br />~ON CENTER ,'MXiMUM <br /> <br />(IllI4 BAR CONTINUOUS <br /> <br />8' )( 8')( , 6' ElLOCK WALL (MAX. 32") <br /> <br /> <br />~ <br /> <br />. <br />N <br /><"'l <br /> <br />RIBBON FOOTiNG OR MONOLITHIC <br />IF MONOLITHIC SlAB IS USED SEE NOTES <br />OF DETAILS BELOW <br /> <br />(1) ~121 BAR OR (2) 114121 BARS <br />MiN, 2-112' COVER <br /> <br />"" 12' ~ <br /> <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />...., <br />, <br /> <br />~ <br />i...____ <br /> <br />. ' <br />Hi.,..:...""~~ <br />,,' . <br />~ ] <br />~ .:. <br />L-J <br />m'l <br />~ '.J,; , <br />!3 ..1 <br />,~ <br />:-w~~~.. <br /> <br />'. <br />'-.... . <br /> <br />8')( 12' CO~CRETE FOOTING WITH (1) #5 CONTiNUOUS <br />LOCATE ON UNDIST1JRBED NAT1JRAl SOIL <br />(1) ~ VERTiCAL BAR AT CORNERS AND 10'-0' 0,0, <br /> <br />ALUMINUM ATTAChMENT <br /> <br />3-112' CONCRETE SLAB 6)( 6.10)( 10 WELDED <br />WIR:: MESH OR FI6E~ /~ESH CONCRETE <br /> <br />VISQUENIO VAPOR BARRIER UNDER SlABS <br />HAVING STRL"CTURES ABOVE <br /> <br />~ <br />:::;; <br />, <br />"' <br /><"'l <br /> <br />WELL COMPACTED CLEAN FILL OVER SACRIFICED <br />NATURAL SOIL 90% RELATIVE DENSITY <br /> <br />CONCRETE "lLLED BLOCK STEM WALL <br />8')( 8' l( 16' C,M,U, <br /> <br />"-c---\ <br /> <br />~ <br /> <br />'\. <br /> <br />RAISED PATIO FOOTING <br /> <br /> <br />GAlV, METAL STRAP (14 GA.)( 1") <br /> <br />8' X 8' X 16' CONCRETE BLOCK <br /> <br />8' X 24' X 24' POURED CO.NCRETE PAD <br /> <br />(2) #5 BARS (18' LONG) EACH WAY <br /> <br />CONCRETE POURED CELLS WITH #5 BAR <br />(SAKRETE READY MIX wi GRAVEL) <br /> <br />PAD FOOTING <br /> <br />...2.-&.' .: -{ <br />',.. = <br />. ,-~ <br />'" 8' }.. <br /> <br />ALUMINUM STRUCT1JRE FOOTiNG <br />2500 PSI CONCRETE WITH (1) #5 BAR CONT. <br />MiNiMUM 2.112' OFF GROUND <br /> <br />AU TECHNI(AL ASSISTANcE <br />flOVlOED 'MIS. AND /.CA1UlAU A~E <br />0GctAn.u AU W ROYAL ALUMINUM <br />CWl'LlEO. INCl\JOlN<> ~'ES. EXPRESsED OR <br />"AUANTlU Of' MU~T UMITEO TO. ALL <br />fOA ^ , M TlCtJLM I'UUOsE, AbIUlY OR ffTl'o.'f.s5 <br />DOts NOT WAMANT THA aOYAL All!),cINUW <br />FLY '#ITH ITA TE OA L~~ 'aOl>UCT It'JU <br />AlLiMINUM STRUCT1JRE FOOTING ~%W COMAn SOULY ~ ~~ <br />2500 PSI CONCRETE WITH (3) #3 BAR CONTGOvt.l.NJ.u:NTAL ~T \FfTH AH't AND A~ <br />MIN,M\';M 2.112' OFF GROUND IONS. <br /> <br />RIBBON FOOTING TYPE I <br /> <br /> <br />~ta-'< <br />. .' ..... . <br />.' to <br />. " ~"-'< <br /> <br />I I' <br />;;f-- , 2" -,I- <br /> <br />RIBBON FOOTING TYPE II <br /> <br />a:l M <br />o 0 <br />~ <Xl <br />0) r-:. <br />a:l a:l <br />Xa:ll'-C\jli) <br />gg~~g <br /> <br />20'chO)I~ <br />. 0:,..... 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