Laserfiche WebLink
<br />0< <br />~ <br /> <br />U-{;KANNEL <br /> <br /> <br />POST IN CONCRETE #4 BAR t2" LONG <br /> <br />OP11ONAl. CONCRF:TC CAP BLOCK <br />ORBRlCI< ~ <br />(t) #4 BAR AT CORNERS AND I O'~ "<--I <br />ON CE.'ITER FlU. CEUS AND KNOCK OUT <br />BLOCK TOP COURSE wm-t 3000 PSt ~ <br />PEA ROCl< CONCRF:TC ~ <br /> <br />'" <br />'" <br /> <br /> <br />POURED CONCRETE REFER TO TABLE 2.4 <br /> <br />INTERNAL OR EXTERNft.L RECEIVING CHANNEL <br /> <br />ISOLATED FOOTING <br /> <br />(VI <br />t h <br />11 ~ <br /> <br />\J~~V <br /> <br /> <br />2" x 2" x 0.063- ANGlES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />3' x 3. POST ll.JRN BOlTED <br />TO ANCHOR RISER <br />2-314" x 2-314' x 2.1rr LONG <br />1/8' TUBING <br />waDED CONNECTlON <br />FASTEN PER TABLE <br />12" X 12" X 114' PVoTE <br />3-1rr CONCRF:TC Sv.a <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />AlUMINUM TUBE COLUMN <br /> <br />L: <br /> <br />(v <br />lL/ <br />~ <br /> <br />!' <br />I <br />I <br /> <br />EXTRUDED AlUMINUM BASE OR <br />BREAK FORMED lJ-CU? <br /> <br />, <br />~ <br />'" <br /> <br /> <br />I <br />i <br />~ I.. <br /> <br />I <br />i, <br />. <br /> <br />CONCRETE ANCHORS PER SCHEDULE <br /> <br />TUBE COLUMN BASE SCHEMATIC <br />INTERNAL BASE <br /> <br />~Or2 ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl. <br />BRACING FOR FREE-STANDING COVER <br /> <br />Z~MIN. <br />BEFORE SLOPE <br /> <br />f <br /> <br />I <br />" :I,.-::~:.I ':==1:':.1""1", -J - <br />5l~:=:rrt="T0I~~,i.l..F.;7~~~:'~!lEi:'--.::);:::Jid!E:I;:::: <br />~,~" ='~'=I~ICT~,~,~m <br />Ig=~., ' <br />,,~,. <br />TYP!: I <br />FtAT SLOPE 1 NO FOOTING <br />O-Z.It2" <br /> <br />3-112" <br /> <br /> <br />'V <br /> <br />~ <br />~ ~. <br /> <br />'6- <br /> <br />~ <br />L ~~-J <br />I I <br />71'12"* <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br /> <br />RJBBON FOOTING OR MONOU~IC <br />IF MONOUTHIC sv-a IS USED SEE NOTES <br />OF DETAILS BELOW <br /> <br />';>~ <br /> <br />- 0-- <br />Ifff=~~4 <br />L~- <br />, ~ <br />to ~~ <br />'\ .~ <br /> <br />ANCHOR AlUMINUM FRAME TO WAll <br />OR SVIB WITH 114' x2.1rr MASONRY <br />ANCHOR WIT11IN B" DF POST AND 24' <br />ON CENTER MAXIMUM <br /> <br />(1l #4 BAR CONTINUOUS <br /> <br />8' X 8' X 16" BLOCK WAll \MAX, 32") <br /> <br />(1 ) ~0 BAR OR (21 #40 BARS <br />MiN. 2-1/2. COVER <br /> <br />AlUMINUM ATiACHMENT <br /> <br />3-1/2. CONCRETE SlAB 6 X 6 . 10 X '0 WELDED <br />,\'V1RE :"E<;HOR FIB:R MESH CONC;:::;:re <br />VISQUENE VAPOR 8ARRJER UNDER SlABS <br />HAVING STRUCTURES ABOVE <br /> <br />-J <br />-< <br />rn:::) <br />a z <br />W < <br />:::r::2: <br />rnz <br />"": ft', <br />," ~, (/) <br />",' (/) -J <br />Cl:w:< <br />Waf- <br />>'(/) w <br />OWO <br />()O::N <br />0::::), z <br />i=,f- 0 <br /><()- <br />o.:::)f- <br />_o::u <br />(/)f-LU <br />f-(/)(/) <br />0:::2: <br />0:::) <br />o.z <br />Cl:_ <br /><:2: <br />(): :::)i <br />-Ji <br />< <br /> <br />T = THICKNESS OR REQUIRED POST <br /> <br />WELL COMPAC'TED CLEAN FIll. OVER SACRIFICED <br />NATURAl SOIL ~% R~T1VE DENSITY <br /> <br />CONCRETE FILLED BLOCK STEM WAlL <br />S. x8' X 16" C......U. <br /> <br />TOP OF GRADE <br /> <br />3" X 3' POST PER TABLE <br /> <br />80 Ib. 2500 psi CONCRETE PRE-MlX <br /> <br />B" X I 2" CONCRETE FOOTING WITH (1) lIS CONTINUOUS <br />LOCATE ON UNDIS11.JRBED NAll.JRAl SOIL <br />(1) #5 VERTICAl aAR AT CORNERS AND 10'~ O,C. <br /> <br />3Ill" X 3-1rr BOLT <br /> <br />(2) 2" X 2" X 'I' ANGlE OR (1) LJ-OWoINEl X '\' <br /> <br />RAISED PATIO FOOTING <br /> <br />CORROSION RESIST1VE STEEl <br />THRU BOLT PER SCHEDUlE <br /> <br />CONCRETE SlAB OR FOOTiNG <br /> <br />3" x 3' BASE <br /> <br />G.AJ..V. METAl STRAP (14 GA x'i <br /> <br /> <br />B" x S" x 16" CONCRETE 3LOCK <br /> <br />PORCHPOSTCONNEC~ON <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br /> <br />B" x 24. x 24' POURED CONCRETE PAD <br /> <br /> <br />(1) lIS BAR CONT. <br />r- <br />I"" / <br />'""1]' I b /. <br />3187 iT _ r-=r'" <br />Fl IF" " ::; I;;: <br />S' '!i=::l"=I!:::jI~ <br />,.. '=:;IRII'=4I~1F <br />, I , <br />~ '(-8'~ <br /> <br />TYPEII <br />MODERATE SlOPE FOOTING <br />2'112".1'.10' <br /> <br />TYPE II I <br />STEEP SLOPE FOOTING <br />:> "-10" <br /> <br />NOTES: ,. NO FOOTING REQUIRED EXc-cl7T WHEN ADORESSING EROSION EXCEPT FOR EXISTING <br />sv-a WITl-IOUT REiNFORCe.1ENT. THEN TRlBUTARY ROOF AREA UMlTED BY TABLE 2,4 <br /> <br />2. MONOUTIiIC stABS OR FOOTINGS SHAlL Be MIN. 2.500 PSI CONCRETE wm-t 6x5-1 Ox1 0 <br />WELDED WIRE MESH OR FIBER MESH MAY Be USED IN UEU OF MESH. <br /> <br />3. IF LOCAL BUILDING COOES REQUIRES A MINIMUM FOOTING USE 'TYPE II FOOTING OR <br />FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. <br /> <br />.. <br /> <br />~LA8 DETAILS ADDRESSING EROSION <br /> <br />--- <br /> <br />(2) #5 BARS (18" LONG) EACH WAY <br /> <br />" <br /> <br />CONCRETE POURED CaLS WITH lIS BAR <br />(SAKRETE READY MiX wi GRAVEL) <br /> <br />PAD FOOTING <br /> <br />fJ ,"" <br />~. -'\: <br />-;-.", :0 <br />. -'\: <br />J B" .1..' <br /> <br />AlUMINUM STRUCTURE FOOTING <br />2500 PSI CONCRF:TC wm-t (I) #5 BAR CONT. <br />MINIMUM 2.1rr OFF GROUND <br /> <br />RIBBON FOOTING 1YPE I <br /> <br />r:r , ~ <br />J-L". <..'J~ <br />~'2"-J <br /> <br />AlUMINUM STRUCTURE FOOTING <br />2500 PSI CONCRETE WIT11 (3) #3 BAR CONT. <br />MINIMUM 2.1rr OFF GROUND <br /> <br />RIBBON FOOTING 1YPE II <br /> <br />.... <br />ill ~_ <br />. I-' N <br />a.. -' - <br />:J '" <br />_ U) ~ <br />::::~~~ <br />Q)u.{f::: <br />c"'Z'fJ! <br />C~~~;g <br />Q)~~~r; <br />OJ 0 ",'" <br />...JJ:__ <br />'~!3UJ;; <br />illQo15e <br />Q) , : :I: ~ <br />tl:.,o.u. <br />()UJ"':;j <br />cUJ~"" <br />Q)~~'" <br />L.~al <br />3UJ-q <br /> <br />co ~l <br /> <br /> <br />4 <br /> <br />OF <br /> <br />7 <br />