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<br />Do <br />~ <br /> <br /> <br />POST iN CONCRETE 14 BAR 12" LONG <br /> <br />U-CHANNE1.. <br /> <br />POURED CONCRETE REFER TO TABlE 2.4 <br /> <br />~COtlCRETEC>>BLOC!< ~ n ~ <br />(') 14 BAA AT CORNE1~S AND 1 if-'r r- ' <br />ON CE.l>ofTC:R FU CEllS AND KNOCl< OUT . <br /> <br />ISOLATED FOOT1NG <br /> <br />INTERNAL OR EXTERNAL RECElVING CHANNEL <br /> <br /> <br />J~ <br /> <br /> <br />3" x 3. POST T1.JRN BOL ,& <br />TO ANCliCR RJSER <br />2-314. x 2-314. X 2.112" LONG <br />118" T1.JBING <br />waoED CONNEcnON <br />FAS1CN PER TABLE <br /> <br />I '" <br /> <br />Z" x 2" x 0.063. ANGLES <br /> <br /> <br />. b <br /> <br />~A <br /> <br />. . <br /> <br />12" x 1:Z" x 1J4' PU.TE <br /> <br />~112" CONCRETE S~ <br /> <br />....---.-.. <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SlAB CONNECT10N <br /> <br />0- <br /> <br />AlUMiNUM TUBE COLUMN <br /> <br /> <br />BlOC!( TOP COURSE 'M11i 3000 PSI <br />PEA ROO< CXlNCRETE <br /> <br />RJ680N FOOTING OR MONOU11-ilC <br />IF MONOlITHJC SlAS IS USED SEE NOTES <br />OF DETAIlS BELOW <br /> <br /> <br />~ <br /> <br />N <br /><"l <br />1 <br />- <br /> <br />= <br /> <br />ANCHOR AlUMiNUM FRAME TO WAlL <br />OR SlAS 'NtTH 114' X 2.112" MASONRY <br />ANa;OR 'NtTHIN 6'" OF POST AND Z4' <br />ON CENTER MAXIMUM <br /> <br />(1) fI4 BAR CO:"mNUOUS <br /> <br />II" x 8" X 16'" 8lOC"~ WAlL (MAX. J2") <br /> <br />(" #S~ BAR CR (2) #4e BARS <br />MIN. 2.112. COVER <br /> <br />KJ~EE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />'.:.". <br /> <br />'I' = THICKNESS OR REQUIRED POST <br /> <br />~ ,t' <br />L~~ <br />, i. =-l"'~ -: I <br /> <br />........ ~... <br /> <br />'V' TOP OF GAADE <br /> <br />EXTRUDED AlUMINUM BASE OR <br />BREAK FORMED U-CUP <br /> <br />l <br /> <br />... <br />N <br /> <br /> <br /> <br />CORROSION RESISTlVE STEEl <br />THRU BOLT PER SCHEDULE <br /> <br />I <br />{- <br />~ <br />;;i <br />'<--, <br />I <br />~ <br />A <br /> <br />16'" <br /> <br />l <br />A <br /> <br />w <br />H <br />~. <br />~ <br /> <br />m <br /> <br />CONCRETE stAB OR FOOTING <br /> <br />CCNC~ ANCHORS PER SCHEDULE <br /> <br />a <br /> <br />TUBE COLUMN BASE SCHEMATIC <br />INTERNAL BASE <br /> <br />NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl <br />BRAClNG FOR FREE-sTAAOlNG COVER <br /> <br />PORCH POST CONNECTION <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br /> <br />'Z -'r MIN. <br />BEFORE SLOPE <br /> <br />f f <br /> <br />(1) #5 BAR CONT. <br />~ <br />II I ,.,..-- <br />'7" ./ <br />,iJ.\Ti' . =21 <br />,.. <br /> <br /> <br />~112" <br /> <br /> <br /> <br />TYPE I <br />FtAT SLOP!: , NO FooTlNG <br />0-2"/12" <br /> <br />ll'PE I I <br />MODERATE SlOPE FOOTING <br />2"/':Z".l'.10" <br /> <br />ll'PE I II <br />STEEP SLOPE FooTL~ <br />;> 1'.10" <br /> <br />NOTES: " NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXiSTING <br />sva wrTHOUT REiNFORCEMENT, THE."J TRIBUTARY ROOF ~ UMITEO BY TABLE 2,4 <br /> <br />2. MONOlI11-lIC stABS OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE 'NtTH ~ 1 ax, a <br />waDEO WIRE MESH OR Fl6ER MESH MAY BE USED IN UE\J OF MESH. <br /> <br />3. IF LOCAl BUILDING CODES REQUIRES A MINIMUM FOOTlNG USE TYPE II FOOTING OR <br />FOOTING SECT10N REQUIRED BY LOCAl COOE. LOCAl COOE GOVERNS. <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />3" X 3. POST PER TABlE <br /> <br />eo lb. 2500 psi CONC~ PRE-MIX <br /> <br />3/8" x ~'12" BOLT <br /> <br />(2) 2" x Z" x '1' ANGLE OR (1) U-CHANNEL x l' <br /> <br />RAlSED PATIO FOOTING <br /> <br />3" x 3' BASE <br /> <br />13 <br />g ~, <br /> <br /> <br />PAD FOOTING <br /> <br />1L~ <br />liJ = <br />I I --'1< <br />-,I< a- ,I<- <br /> <br />ALUMlMJM STRUCTURE FOOTING <br />2500 PSI CONCRETe'M11i (1) lIS BAR CONT. <br />MlNJMlN 2.112" OFF GROUND <br /> <br />RIBBON FOOTING TYPE I <br /> <br />~-~ <br />~--'1< <br /> <br />J.- '2"-J <br /> <br />AlUMINUM STRUCTURE FOOTING <br />2500 PSI ~ WITH (3) 13 BAR CONT, <br />MiN\M\N 2.112" OFF GROUND <br /> <br />RIBBON FOOTING TYPE \I <br /> <br />AlUMINUM ATTACHME.1I/T <br /> <br />3-112" CONC~ SLJ..B e x e. 10 x 10 WELDED <br />.'MRE MESH. OR F1S!OR MES!-i CONCR::T1: <br />VISOUE.'4E VAPOR BARRJE.q UNDER Sv.BS <br />HAVING STRUCTURES ABOVE <br /> <br />WE!.L COMPACTED ClEAN Flll. OVER SACRIFICED <br />NAl1.JRAl. SOIL 90% REU.T1VE DE.'4Sm' <br /> <br />CONCRETE FILLED BLOC!< STEM WAlL <br />Il" x S' x 16'" C,M.U. <br /> <br />8" x lZ" CONCRETE FOOTING W!l11 (') #5 CQNT1NUOUS <br />LQO.TE ON UNDISTURBED NAT1.JRAL SOIL <br />(1) #5 VERT1CA1. BAR AT CORNE."lS AND lr:t.JJ" O.C, <br /> <br />GAlV, METAl STRAP (14 GA. x '" <br /> <br />II" x S. x 16" CONCRETE '3l00< <br /> <br />II" X 2.. X 24' POURED CO~ PAD <br /> <br />(2) iII5 BARS (11l" LONG) EACH WAY <br /> <br />CONCRETE POURED caLS WITH lIS BAR <br />(SAKRETE READY MIX wi GRAYa) <br /> <br />..J <br />~ <br />C/)i:) <br />az <br />W.~ <br />:z: ~. <br />c/)z <br />,,",'C),(/) <br />(/)!(j5.~ <br />C!W~ <br />W!a~ <br />>'C/)'W <br />01 a <br />(,)1 W: <br />C!N <br />OI::l'Z <br />-~ <br />~.(,).Q <br />c..::l~ <br />_C!0 <br />C/)f-W <br />~C/)(/) <br />C!~ <br />O::l <br />c..z <br />C!_ <br />~~ <br />(,) ::l: <br />..J <br />~. <br /> <br /> <br />4 <br /> <br />OF <br /> <br />7 <br />