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<br />o <br /> <br />~ <br /> <br /> <br />~ <br />IJ,J <br /> <br />U-GHANNEl. <br /> <br />~ <br />~/!j~ <br />.D I~ ..;---, <br />. c.;: <br /> <br />~l i j <br />~~.> <br />~ '-/ ~/ ~ <br /> <br />POST IN CONCRETE #4 BAR 12" LONG <br /> <br />POURED CCNCRETE REFER TO TABLE 2.4 <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br /> <br />ISOLATED FOOTING <br /> <br /> <br />J~ <br /> <br />. I-J <br />H . . <br />JA <br /> <br /> <br />~ (f1~ <br />,.:""~~ <br />~ ! <br /> <br /> <br /><l <br /> <br />2" x 2. x 0.063. ANGLES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />3. x 3' POST T1..JRN BOlTED <br />TO ANCHOR RISER <br />2-314' x 2,314' x 2.112. LONG <br />1/8'T1..JBING <br />WELDED CCNNECTlON <br />FASTEN PER TABLE <br />12. x 12. x 1/4' PU-TE <br />3-112" CONCRETE S!..AB <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />AlUMINUM llJBE COLUMN <br /> <br />" <br /> <br />EXTRUDED AlUMINUM BASE OR <br />BREAK FORMED 1J-.C1IP <br /> <br />~ <br />~ ~. 6 <br /> <br />~ <br /> <br /> <br />:.,. <br />'" <br /> <br /><: <br /> <br />CORROSION RESiSTIVE STEEL <br />THRU BOLT PER SCHEDULE <br /> <br /> <br />CONCRETE SlA9 OR FOOTiNG <br /> <br />I <br />~ <br /> <br />~ <br />;i; 4 d <br />~ <br />I <br />",J <br /> <br />CCNCRETE 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 />2'-<). MIN. <br />BEFORE SLOPE <br /> <br />l' <br />i <br /> <br />.( <br />, <br /> <br />3-112. <br /> <br />. , . . , ' . ' . <br />., .:::~f'li'1?=ip~b~~g,~9J.=L.~~=\;-g~~~~S' <br /> <br />TYPE I <br />FLA.T SLOPE I NO FOOTING <br />0.2./12" <br /> <br /> <br />'V TOP OF GRADE <br /> <br />3. x 3' POST PER TABLE <br /> <br />318. x 3-1/2' BOLT <br /> <br />OPTIONAl CONCRETE CAP BLOCK <br />OR BRICK <br /> <br />~-'1 <br />~L <br />r- . <br />, . <br /> <br />r- <br /> <br />3. x 3' BASE <br /> <br />PORCH POST CONNECTION <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br /> <br />(1) #5 BAR CONT. <br />"-c-- <br /> <br />(1) #4 BAR AT CORNERS AND 10'.{)" <br />ON CENTER FlU CELLS AND K.NOCK OUT <br />BLOCK TOP COURSE WITH 3000 PSI <br />PEA ROCK CONCRETE <br /> <br />RIBBON FOOTiNG OR MONOLITHIC <br />IF MONOLITHIC SlA9 IS USED SEE NOTES <br />OF DETAilS BELOW <br /> <br /> <br />~ <br /> <br />'" <br /><"'> <br /> <br />'" 12. '" <br /> <br />ANCHOR AlUMiNUM FRAME TO WALL <br />OR SLAB WITH 1/4' X 2-112" MASONRY <br />ANCHOR WITHIN 6" OF POST AND 24' <br />ON CENTER YAXIMUM <br /> <br />(1) #4 BAR CONTiNUOUS <br /> <br />8. x 8. X 16. BLOCK WAlL (MAX. 32") <br /> <br />(1) #50 BAR OR (2) #40 BARS <br />MIN. 2.112. COVER <br /> <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />',.~ <br /> <br />! <br /> <br />~ <br />.iH1".~.<" =:....- ~ <br />. ~. 3 <br />r <br /> <br />n. <br />.'1 <br />-,!J; <br /> <br />'t' = THICKNESS OR REQUIRED POST <br /> <br />80 lb. 2500 psi CONCRETE PRE-MIX <br /> <br />~ <br />10 <br /><"'> <br />I <br />I <br />! <br />.J... <br /> <br /> <br /> 1... <br />, , <br />~ 04--- <br />, , , , <br /> <br />6 ~ <br /> <br />. <br /> <br />(2) 2. X 2" X 't' ANGLE OR (1) U-GHANNEl." 't' <br /> <br />RAJSED PATIO FOOTING <br /> <br />. . <br /> <br />16. <br /> <br />I <br />,/ <br /> <br />(1) #5 BAR CONT. <br />"-c-- <br /> <br /> <br />, <br />~ <br /> <br />TYPE I I <br />MODERATE SLOPE FOOTING <br />2.112.. ".10. <br /> <br />TYPEIII <br />STEEP SLOPE FOOTING <br />> 1'.10' <br /> <br />NOTES: 1. NO FOOTING REQUIRED EXCEPT \^/HEN ADDRESSING EROSION EXCEPT FOR EXISTING <br />SlA9 WITHOUT REINFORCEMENT. THEN TRJBUT ARY ROOF AREA LIMITED BY TABLE 2 . 4 <br /> <br />2. MONOLITHIC SlA9S OR FOOTINGS SHAlL BE MIN. 2.500 PSI CONCRETE WI11-l5xS-1Ox10 <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 DETAILS ADDRESSING EROSION <br /> <br />~o <br />" ~ <br />. . . <br />. . ., <br /> <br />~ <br />I ! <br />-!' 8. ;of- <br /> <br />AlUMINUM ATTACHMENT <br /> <br />3-112. CONCRETE SlA9 6 X 6 .10 X 10 WELDED <br />WIRE MESH OR FIBER MES~ CONCRETE <br />VISQUENE VAPOR BARRIER UNDER SLABS <br />HAVING STRUCTURES ABOVE <br /> <br />WELL COMPACTED CLEAN FilL OVER SACRJFICED <br />NATURAL SOIL 90% RELATIVE DENSITY <br /> <br />CONCRETE FILLED BLOCK STEM WAlL <br />8. X 8. " 16" C.M.U. <br /> <br />8. X 12. CONCRETE FOOTING WITH (1) #5 CONT'INUOUS <br />lOCATE ON UNDISllJRSED NAruRAL SOIL <br />(1) #5 VERTiCAl BAR AT CORNERS AND 10'-<)' O.C. <br /> <br />GALV. METAL STRAP (14 GA. x") <br /> <br /> <br />8. X 8. " 16. CONCRETE SLOCK <br /> <br />8." 24' X 24' POURED CONCRETE 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 />AlUMINUM STRUCTURE FOOTING <br />2500 PSI CONCRETE WITH (1) #5 BAR CONT. <br />MINIMUM 2.112. OFF GROUND <br /> <br />RIBBON FOOTING TYPE I <br /> <br />~-->i.: <br /> <br />. .\ ..... = <br /> <br />.' "'~ <br />I . <br />,f- 12" -;f' <br /> <br />AlUMINUM STRUCT1JRE FOOTING <br />2500 PSI CONCRETE WITH (3) ~ BAR CONT. <br />MINIMUM 2.112" OFF GROUND <br /> <br />RIBBON FOOTING TYPE II <br /> <br />.....J <br />~ <br />(/):) <br />OZ <br />l1J ~ <br />:r:::2: <br />(/)Z <br />od(.9 <br />(/)i.i5~ <br />~ l1J <br />l1J,",~ <br />>.~ .- <br />O(J)UJ <br />UWO <br />0::('.1 <br />Q:)Z <br />~GO <br />o..:)i= <br />~o::U <br />(/)I-UJ <br />f-(/)(I.l <br />0::::2: <br />0:) <br />o..z <br />0::_ <br />~::2: <br />U:) <br />.....J <br />~ <br /> <br />.f., <br />W ~ ~ <br />. f.,; '" <br />a...... ~ <br />~'" <br />(1)<"'> <br />~~ ~ u: .... <br />Q.) 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