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<br />II <br /> <br /> <br /> <br />IJ.~ <br /> <br />~ <br /><' '> <br />.. --.,./ ~ .. <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br /> <br /> <br /> <br />Z' x Z' x 0.063' ANCl.ES <br /> <br />, 0 <br /> <br />0<1 <br /> <br />INTERNAL OR EXTERNAL ANGlE CLIPS <br /> <br /> <br />.......~ 1UlE COLLt.fl <br /> <br />EX1l'U)EI) Al.I..Y-UA BASE OR BPCAK <br />FCH.E> IJ.CLP <br /> <br />COflAQSION RESlST1Ve STE8.. nRJ <br />BOLT PER saa:ltl.E <br /> <br />~ <br /> <br /> <br /> <br />CONO'lETE Sl..A8 OR FOOrnG <br /> <br /><I <br /> <br />'0 <br /> <br />CONO'lETE ANCHORS PER SOtilU..S <br /> <br />TUBE COLUMN BASE SCHEMA TIC <br />INTERNAL BASE <br /> <br />NOTE: A TT A<>>.ENT DET ALS SHOWN REQ..R DIAGONAL <br />BAActlG FOR FREEST Atu.IG COVERS <br /> <br />Z-a' I.fi <br />BEFORe SlOPE <br /> <br />(1) ~ BAA CONT. <br /> <br />3-\lZ' <br /> <br /> <br />~ <br />I I I I I I ! I I <br />I ' <br />Ii!!ffi" <br />TYPE I <br />R..AT SlOPE I NO FOOrnG <br />O-Z'112" <br /> <br />TYPE I <br />r.l()OERATC SlOPE FOOrnG <br />Z'112" - 1'-10" <br /> <br />POST N ~ ,. BAA 12" LONG <br /> <br />POLFlED ~ Fti"Efl TO TABLE 4 <br /> <br />ISOLA TED FOOTING <br /> <br /> <br />:yo x 3' POST ~ BOLTED <br />TO ANO-iOR ~ <br />2-3/4' x 2-3/4. x 2.\lZ' LONG <br />\IS' l'U3U3 <br />waoeo COtH:CTlON <br />FASTEN PER TABLE 6 <br />12" x 12" x \14. PlATE <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br /> <br />OPTlONAL. ~ C,I.P BLOCK OR BLOCK <br /> <br /> <br />(1) ,. BAA AT COlNJ'lS Nf) 'a-a' a.c. F1..L <br />C8..LS Nf) KNOCl( OUT BLOCK TOP CCltRSE <br />WITH 3000 PSI PEA ROCI( CONCRETE <br /> <br />OEQ( OR GlOLN) lEVa <br /> <br />RI380N FOOrnG OR twtONOUntC <br />F twtONOUntC Sl..A8 IS lJS8) SEE NOTES <br />CA' DETALS ea.OW <br /> <br />ANCHOR .......~ IlIME TO W AU. OR <br />Sl..A8 WITH \14' X 2-tlZ' MA~Y ANCHOR <br />~ ry CA' POST Nf) 24' a.c. MAXM..N <br />(1) ,. BAA CONTNJOl.JS <br /> <br />ry X ry X 16" BlOCK W AU. (MAX. 321 <br /> <br />(2) ,. BAAS I.fi 2-tlZ' OfF GlOLN) <br /> <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />'r . TlfClQ,ESS OR REOUFlED POST <br /> <br /> <br />I~ <br />......;.-. ------,... <br />. . . <br />, <br />. . <br /> <br />TOP CA' GRADE <br /> <br />(/) <br />~ <br />> <br /> <br /> <br /> <br />L:i' . <br />J '" <br />, <br />{-- <br /> <br />I <br /> <br />:yo X :yo POST PER TABLE <br /> <br />8IJ b. 2500 pal CONCRETE f'fE-1.()( <br /> <br />RAISED PATIO FOOTING <br /> <br />3/ry X 3-tlZ' BOt. T <br /> <br />(2) Z' X Z' X 'r .t.NGlE OR (1) IJ.~ X 'r <br /> <br />:yo X :yo BAse <br /> <br /> <br />PORCH POST CONNECTION <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br /> <br />NOTES: 1. NO FOOrnG REQIAE) EXCEPT ~ AOOAESSUl EflOSION LNT1. nt: ROOM <br />EXca:os 16'-a'. ROOMS GAEATER l1-iAN 16'-a' use TYPE I FOOmG. <br /> <br />2. FOOTIDS SHALl.. BE I.fi 2,500 PSI CONCAETC WITH 6x6-lOxlO wa..oeo WfE t.ESH <br />OR I'IlER t.ESH WI Y BE lJS8) N LSJ CA' t.ESH. <br /> <br />3. F LOCAl. Ell.l.DNG COOES REQ..A:S A MtM.t.f FOOrnG use TYPE I FOOrnG OR <br />FOOrnG seCTlON REOUFlED BY LOCAl. cooe. LOCAl. cooe GOVERNS. <br /> <br /> <br />SLAB DET ALS ADDRESSNG EROSION <br /> <br />(1) " BAA CONT. <br /> <br />~ <br /> <br />TYPE . <br />STEEP SlOPE FOOTm <br />, 1'-10" <br /> <br />PAD FOOTING <br /> <br />JL.,:. -{ <br />L:J ~ <br />J ry 1--'1< <br /> <br />.......~ STRUCiUE FOOrnG <br />2500 PSI CONCAETC WITH (1) IS BAA CONT. <br />MtM.t.f 2. \12" OfF GlOLN) <br /> <br />RIBBON FOOTING TYPE I <br /> <br />~-{ <br />.' ' . <br />.... .'~.. ~ <br /> <br />L'12":j-'1< <br /> <br />.......1..t.4NJ.l STRUCiUE FOOrnG <br />2500 PSI CONCAETC WITH (3) t3 BAA CONT. <br />............ 2-\12" OfF GlOLN) <br /> <br />RIBBON FOOTING TYPE U <br /> <br />.......~ ATTACH.ENT <br /> <br />3- tl2" CONCRETE Sl..A8 6 X 6 - 10 X 10 waoeo <br />WF.E t.ESH OR FIlER t.ESH CONCRETE <br />VlSQl..eE II APOR BAffiER I.H)ER su,ss <br />HA VNG STRUCiUES ABOVE <br /> <br />WEll. COId'ACTED CLEAN F1..L OVER SACRI'lCED <br />NA ~ SOL 9O't> REL.A T1Ve DENSITY <br /> <br />CONCAETC FllEO BlOCK STEM W AU. <br />8"' X S' X 16" eMu. <br /> <br />ry X 12" CONCRETE FOOrnG WITH (1) t5 CONTNJOUS <br />LOCATE ON lKlIS1Ul8ED NA~ SOL <br />(1) '5 VERTlCAL BAA AT COAt.ERS Nf) 'a-a' a.c. <br /> <br />GN..V. t.ETAL STRAP (14 GA. X 1") <br /> <br />ry X ry X 16" CONCAETC BlOCK <br /> <br />8"' X 24' X 24. POLFlED CONO'lETE PAD <br /> <br />(2) t6 BAAS (18" LONG) EACH WAY <br /> <br />~ POLFlED C8..LS WITH 15 BAA <br />(SAKRETC READY I.()( wI GRA va..) <br /> <br />en <br />l- <br />e: <br />o <br />8: <br /><( <br />() <br /> <br />~~~ <br />--~ Ii .. <br />-a ~ <br />~~!~~ <br />a:l~Q~<D <br />uj~~~i <br />Q)~~I~ <br />~i <br />ctSg~ <br />~N 0 <br /> <br /> <br />? <br /> <br />SHEET <br /> <br />5 <br /> <br />OF 8 <br />