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<br />"" <br /> <br />U~HANNEL <br /> <br /> <br /> <br /> <br />POST IN CONCRETE #4 BAR 12" LONG <br /> <br />POURED CONCRETE REFER TO TABLE 2.4 <br /> <br />OPTIONAl. CONCRETE CAP BLOCK ~ <br />ORBRlCl< ~ <br /> <br />(1)#4 BAR AT CORNERS AND 10'~ r <br />ON CENTER FlU. CELLS AND KNOCK OUT <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br /> <br />ISOLATED FOOTING <br /> <br /> <br />~ <br /> <br />2" x 2" x 0.063. ANGLES <br /> <br /> <br /> <br />. . <br /> <br />INTERNAL OR EXTERNAL ANGLE CUPS <br /> <br />3. x 3. POST ruRN BOlTED <br />TO ANCHOR RJSER <br />2-314' x 2-314. x 2-112" LONG <br />118' TUBING <br />WELDED CONNECTION <br />FASTEN PER TABlE <br /> <br />12" X 12" X 1/4. Pt.ATE <br />3-112" CONCRETE S~ <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SlAB CONNECTION <br /> <br />AlUMINUM ruBE COLUMN <br /> <br /> <br /> <br />EXTRUDED AlUMINUM BASE OR <br />BREAK FORMED U-CUP <br /> <br />~ <br /> <br />m <br /> <br />CORROSION RESISTIVE STEEL <br />THRU BOLT PER SCHEDULE <br /> <br />~ <br /> <br />CONCRETE SlAB OR FOOTING <br /> <br />I <br />L <br /> <br />~ <br />~ <br />'.-- <br />t <br /> <br />CONCRETE ANCHORS PER SCHEDULE <br /> <br />TUBE COLUMN BASE SCHEMATIC <br />INTERNAL BASE <br /> <br />NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl <br />BRACING FOR FREE-STANDING COVER <br /> <br />'Z4' MIN. <br />BEFORE SLOPE <br /> <br />{ <br /> <br />f <br /> <br />3-112" <br /> <br /> <br />TYPE I <br />RATSLOPEINOFOOTlNG <br />0-2" 112" <br /> <br />16. <br /> <br />1 <br /> <br />~ <br />'" <br />C'l <br />t- . '0.-J- <br />~~ <br />112"1 <br /> <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />BlOC!( TOP COURSE 'NIDi 3000 PSI <br />PEA ROCK CONCRETE <br /> <br />RJBBON FOOTING OR MONOU11-tIC <br />IF MONOlITHIC SI.A8 IS USED SEE NOTES <br />OF DETAIlS BELOW <br /> <br /> <br />Q~ <br /> <br />. . D', i;r'--~--'-' <br /> <br />'f <br /> <br />",~ <br /> <br />I <br />i <br />~ <br />~ <br />L~ <br />~ ~ <br />J <br />" i' <br /> <br />'t' = l111CKNESS OR REQUIRED POST <br /> <br /> <br />TOP OF GRADE <br /> <br />3. x )' POST PER TABLE <br /> <br />eo lb. 2500 psi CONCRETE PRE-MIX <br /> <br />3Ia' x 3-112" BOLT <br /> <br />(2) 2" X 2" X 't' ANGLE OR (1) IJ-CHANNEl X 't' <br /> <br />RAISED PATIO FOOTING <br /> <br />3. x 3' BASE <br /> <br />~. <br /> <br /> <br />PORCH POST CONNECTION <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br /> <br /> <br />. <br />~ <br /> <br />TYPE II <br />MOOERATE SlOPE FOOTING <br />2""2" - "-10" <br /> <br />TYPEIII <br />STEEP SLOPE FOOTING <br />> 1'.10" <br /> <br />NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTING <br />SlAB W1T11OUT REINFORCEMENT. THEN TRJBUTAAY ROOF MEA UMITED BY TABlE 2.4 <br /> <br />2. MONOlITHIC stABS OR FOOTINGS SHALL BE MIN. 2.500 PSI CONCRETE Wf11-t 6x6-1Ox'0 <br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. <br /> <br />3. IF LOCAl BUILDING COOES REQUIRES A MINIMUM FOOTING USE 1YPE II FOOTING OR <br />FOOTING SECTION REQUIRED BY LOCAl COOe. LOCAl COOE GOVERNS. <br /> <br />SlAB DETAILS ADDRESSING EROSION <br /> <br />PAD FOOTING <br /> <br />L~ <br />liJ ~ <br />I 1-'1< <br />-,I' 8' .... <br /> <br />AlUMINUM STRUCTURE FOOTING <br />2500 PSI CONCRETE Wl11-t (1) #5 BAR CONT. <br />MINIMUM 2-112" OFF GROUND <br /> <br />RIBBON FOOTING 1YPE I <br /> <br />~~ <br />~-, <br /> <br />,f-- 12"-Jf <br /> <br />AlUMINUM STRUCT1.JRE FOOTING <br />2500 PSI CONCRETE Wl11-t (3) #3 BAR CONT. <br />MINIMUM 2.112" OFF GROUND <br /> <br />RIBBON FOOTING 1YPE II <br /> <br />ANCHOR AlUMINUM FRAME TO WAll <br />OR SlAB WI11-t 1/4. X 2-112" MASONRY <br />ANCHOR Wl11-tIN 8" OF POST AND 24' <br />ON CENTER MAXIMUM <br /> <br />(1) #4 BAR CONTINUOUS <br /> <br />8. x 8' X 18" BLOCK WAll (MAX. 32") <br /> <br />(1) #5(;!l BAR OR (2) fI.4e BARS <br />MIN. 2-112. COVER <br /> <br />AlUMiNUM ATTACHMENT <br /> <br />3-112" CONCRETE SI.A8 8 X 8 - 10 X 10 WELDED <br />,'MRE MESH.OR FIBER MESH CO~ETE <br />VISQUENE VAPOR BARRIER UNDER SlABS <br />HAV\NG STRUCT1.JRES N30VE <br /> <br />~ <br />(/)::> <br />~ ~. <br /> <br />(/) Z' <br />od ~;(/) <br />(/) en -I , <br />EO ~. ~. <br />> (/) Wi <br />o UJ Q' <br />(.) 0:' NI <br />0,::> Z <br />-I- <br />~!(.) 0 <br />a.::>i= <br />~ 0: (), <br />(/), I- W, <br />I-(/)(J) <br />o:.~ <br />0::> <br />a.'Z <br />0:_ <br />o(.~ <br />(.), ::>, <br />-I, <br />0( <br /> <br />WEll COMPACTED CLEAN FlU OVER SACRIFICED <br />NAruRAl SOil 90% RELATIVE DENSITY <br /> <br />CONCRETE FIUED BLOCK STEM WAlL <br />8. x 8' X 18" C.M.U. <br /> <br />8' X 12" CONCRETE FOOTING 'NIDi (1) #5 CONTINUOUS <br />LOCATE ON UNDISTURBED NAruRAl SOil <br />l') #5 VERTICAL BAR AT CORNERS AND 10'-0" O.C. <br /> <br />GAlV. METAl STRAP (14 GA. X 1i <br /> <br />8" X 8' X 18" CONCRETE BlOC!( <br /> <br />8" X 24' X 24. POURED CONCRETE PAD <br /> <br />(2) #5 BARS (18. LONG) EACH WAY <br /> <br />CONCRETE POURED CeliS WITH #5 BAR <br />lSAKRETE READY MIX wi GRAVEl) <br /> <br />,f- <br />W ~_ <br />,~ '" <br />a. :S 1:1 <br />~ tI) .... <br />~~u.. <br />Q)f-~~ <br />2~~~~ <br />Q)~~~... <br />aJ"'J:~~ <br />. l!:l f- W ~ <br />W~5~~ <br />~rfii~~ <br />CUJ~uj <br />Q)~~f- <br />L.. U ell <br />:: <br />~:> <br />a <br /> <br /> <br />4 <br /> <br />OF <br /> <br />7 <br /> <br />