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<br />-t <br /> <br />20'-Q'" S~. <br /> <br />CANOPY BY OTHERS <br />VERIFY LOCAllON <br /> <br />FIN. SlAB <br /> <br />-t- <br /> <br /> <br />t- <br /> <br />'b <br />I <br />h <br /> <br />~ <br />I <br />:.r <br />..- <br /> <br />w <br />~ <br />-< <br />::) <br />a <br />(/) <br />(/) <br /><( <br />:r: <br />0b: <br />zw <br />~ ~o <br />I Ow <br />. 0..." <br />I'- lL. """ <br />.-- 0 (7i <br />z:r: <br />6t: <br />~:?: <br />-.J~ <br />~w <br />QtJ~t---~ <br />b: ~.' .' .I <br />OOlOl()(O <br />~ "" "" "" <br />~ j!: t--- 'b t--- <br />00 I I I <br />f23inin~ <br />wxxxx <br />~j!:\>'b~ <br />:J Il.. I I I <br />g i!S :.r in (I) <br /> <br />MIN. 5" CONC. <br />COVER - ALL <br />SIDES <br /> <br />VERIFY THAT SOIL BEARING <br />CAPACIlY TO BE A MINIMUM <br />OF 2000 PSF, IF FOUND <br />TO ,BE OTHERWISE NOllFY <br />ENGINEER <br /> <br /> <br />TOP of ISLAND <br /> <br />MIN. 5" TO MAX.. 5- <br />FlJLL GROUT BED <br /> <br />~--t--i -, --t--1 <br />I I f I I I I <br />r--t-- J-' --t--i ~ <br />I ( I I i!S <br />1---+--= - ~-+---l <br />I r I I I I I <br />I I I I I I <br />1---+--+ -+--+--; <br /> <br />i <br /> <br />ELEVATION <br />SCALE: 1/4" = <br /> <br />r--T--T -T--T--' <br />I I I I I I <br />I I I I I I <br />1---+--+--+--+--; <br />I I I I I I I <br />I IIel I , <br />I---+--[t- --ir--+--; <br />I I II II I I <br />--r--1 - I Tf -.- -I <br />1---+--tI_=~--T--; <br />I I I ~ I I I <br />~--+--+ -+--+--~ <br />I , I r I , <br />I I I I I I I <br />L__L__L__L__L__J <br /> <br />-t <br /> <br />WIDTH <br /> <br />t- <br /> <br />FOUNDATION <br />SCALE: 1/4" = 1 '-0" <br /> <br />cr~- )q~ <br /> <br />Jt <br /> <br />W0 <br />-.J I- W <br />::> lL. 0 -.J <br />o zm <br />W~3~ <br />I:JOIl.. <br />o -.J ::J t3 <br />(f)OOO <br />olL.<( <br />o Gjww <br />t ziE~ <br /> <br />1 '-0" <br /> <br />j!: <br />o <br />3 <br /> <br />NOTE: THE FOUNDATION IS DESIGNED TO RESIST 100 MPH <br />WIND LOADS. THE CANOPY, FRAMING, COLUMN AND <br />PLATES ARE DESIGNED BY OTHERS. <br />ALL WORK SHALL BE DONE IN ACCORDANCE <br />WITH THE SOUTHERN STANDARD BUILDING <br />CODE. <br />MINIMUM 3000 PSI CONCRETE <br />MINIMUM 2000 PSF SOIL BFARING CAPACITY <br />REBARS - fy = 60 KSI <br /> <br />, PLANS REVIEWfO. . ' <br />DATE ("--2.7- 1:.~ <br />BUILDING DEPT APPROVED ~ <br />PLAN <br /> <br />I <br />OPY rFG #4 AT 1~ O.C. VERTICALLY <br />AND HORIZONTALLY MINIMUM <br />OR AT 1 f5' O.C. VERTICALLY <br />AND HORIZONTALLY MAXIMUM <br /> <br />BY CANOPY MFG <br /> <br />NUT ADJUSTED BASE <br />PLATE <br /> <br /> <br />BASE PLATE <br /> <br />GROUT BED (SEE NOTE) <br /> <br />I I I I <br />L-----LO --- - _L_____J <br />I I Lt.. I I <br />I I~ I I I <br />I I I <br />l-----~ --- ~--l- --~--L-----J <br /> <br />I 14: I I <br />I I () ( I 1 <br />I 1>- l I I I <br />I liD I I <br />I I - c.-=. .:::'...J I I <br /> <br />:-----:-----r--', -lr~- CANofYMFG--l <br />I I I I I I <br />... I I ( I I <br /> <br />L_ ___L_____L_____L_____L_____J <br />I I I I I I <br /> <br /> <br />FOUNDATION ELEVATION <br />SCALE: 1/2" = 1'-0" <br /> <br />r-----T-----r-----r--AN'~A~~O~~~~S~~I~~ <br />I I I I I~ . <br />I , I I OR AI 1f5' O.C. VER <br />~-----L-----L--L-J _ ~~_r~J~~~ 1M <br />I I I I I I I <br />I I I I I I I <br />l-~~-~r-~! I j, __J -----J <br />I I II.[[~ I BY CA~IOPY MFG1 <br />I I II ;'l I <br />I I II 11 I I <br />~-----~----J~-- --~-----~-----~ <br />I I Lj--l---JJ I I <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I I I <br />r-----r-----r--r--r-----r-----l <br /> <br />( I I, I I I <br />f 'I , I I I <br />, .L~--~~L-----L--r--L--~~_L--~--~ <br /> <br />-t <br /> <br />WIDTH <br />(SEE FTG SCHEDULE) <br />FOUNDATION PLAi'4 <br />SCALE: 1/2" = 1'-0" <br /> <br />g <br />::;) <br />o <br />w <br />:r: <br />~ ~ <br />~ t <br />w <br />w <br />(/) <br />0...; <br /> <br /> <br />W <br />-.J <br />:J <br />o <br />w <br />:r: <br />o <br />:r: (/) <br />1-0 <br />~t;: <br />W <br />W <br />(/) <br />0...; <br /> <br /> <br /> 0 <br /> I <br />~ ~ j2 <br />~ ~ ~ <br />U g ,i <br />~ 0... i ft' <br />~ I }e <br />'-' ~ a a <br /> Q) "" <br />. c <br />~ 0') . <br />C <br /> 4J <br />Z . <br />I ;s 2 <br />< -+-!~ <br />~ o I <br />~ ~ ja <br />~ ~ S...... <br />o n <br />L.. ... <br />~ ~r~' <br /> .. i <br /> l'-~ <br /> ~f <br />@ <br /> <br /> <br />ZNWO <br /><( 't <br />~\vLD <br />D- ~LD n <br />n <br />Z ^ <br />OOO~ <br />_ <1:1. <br />~~OLL <br /><(rver " <br />o LL (j) <br />ZO>--1 <br />=::) I--~ <br />05:UI <br />LL C[ <br />OJ>- <br />Z (j) OJ I <br />C) <{ 't ct <br />--{f\COW <br />C./lunN <br />