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FJ r L~ ~-~s VERT. e 4'-0" c.c. <br /> .~~ T'rP. ED(T. V/ALL REIN F, <br />SEE AI~¢B. FOR BRJ(~'(~ F~4 FSEE PL,A,N <br />AND ~NSULAnO. PJL,'r I , '~' ~. <br /> 1-~5 CONT.~=~' <br />~5 DWL IJ 4'-0" o.c.~ I <br /> <br /> I /11 I r-SEE PLAN <br /> <br /> J- ~' .' J~.--.~_.J~-~ SEE FDN. PLAN FOR <br /> ]~~ FTG. SIZE AND REINF. <br /> 3" CL~ <br /> <br />TYPICAL FOUNDATION WALL <br /> <br /> 1'-O" ~ 1'-2" <br /> <br />CLEAN FREE DRAINING J <br /> <br /> K ~ CONniE BLOCK W/ <br /> IIIIIII <br /> ~J ~J ~. ~. DUR-O-WAL <br />1', c~ ~. ~l/Ji AT ~s" o.~. <br /> <br /> O.L. <br /> <br /> ~'1 ~,~-~;:>?F II I/ rSEE <br /> NI ~-~ ~%,~,~ IJ r ,i, <br /> <br /> . SEE P~N <br />O~N ~LE SEE <br />ARCH FOR SIZE ~ ;'/.',~)".'~ SEE ~N. P~ FOR <br />' ' ~ ~,';~ ~]c~j ~G. SIZE AND REINF. <br /> <br /> ~p. <br /> <br />~2'~TYPICAL BASEMENT FOUNDATION WALL <br /> <br />VERIFY ~ENCFI DIMENSIONS c¢~ ~-m~lm ~'~ <br />........................... R TRENCH <br />W/ L.I¥1L U~Wlm~ ~ ~ ~ C~ER ~D EMBED. <br /> <br />~S7~ DRNN TRENCH DETAIL ~,, <br /> <br /> /'-HEADER BY PRECAST <br /> ~ / SUPPLIER. <br />CLr~T1NG OVERRUN~. ~ ~ ~ <br />NOT ~WI~D ~ // k~ ,/~ <br />PER~NDIC~ ~ L ~ ~ ~ <br />TO SP~~ <br />~ENm~S IN S~ ~//// PERMm~ P~L <br />~ ~E~ ~PP~E ~ ~ SP~. <br /> <br />~'9~TYPICAL PRECAST PLANK OPENING <br /> <br />SEE T'fPICAI_ NOTES <br />ON DETAIL 2/S2. <br /> <br />STEEL COLUMN SEE ~ ~ <br />PLAN FOR SIZE. ~ <br /> <br />STEEL BEAM SEE <br />PLaN FOR SIZE. <br /> <br />~'13~ DETAIL <br /> <br />SEE PL~I FOR ~ER <br />SIZE AND REINF. <br /> <br /> 1/2"xSx12 Pt.. ~,/4 <br /> 3/4-"1~ A525 BOLTS <br /> <br /> GROUT AND BLOCK <br />..J BEAM POCKET SOUD, <br /> 3/8" STIFF. PL. <br /> ~B S,OE. <br /> SEE PLAN FOR <br />ZBRG. PL. SIZE. <br /> <br /> .,"---SEE ARCH FOR <br /> // STAIR LOCATIONS <br /> <br />,' :"" :"" :"".'i':.:'.;::.:'.'i':.:'.~',.:'.';" "" '"' <br /> <br />~S~4 ~I~L THICKENED SL,A8 <br /> <br />~"10'"~ DETAIL <br /> <br />3" CL ~SEE FDH. PLAN FOR <br /> <br /> FTC. SIZE & REINF. <br /> <br />/3'"'~TYP. INTERIOR COLUMN &: FTG. <br /> <br /> 6" ..~ ~1'-~,,. 4'-6" VERIFY w/ARCH.~, 1'-0"~- <br /> '~ r~ T r~/_ 3 x 3 x 3/16 w/1,/2,, D~ ~] ~SFF ~/S~ FOR <br /> / I I tx 5" STUD BOLTS · 1'-0" c.c. [ i <br /> m m J tPROVIB~ ~IGLES ~ROUND DOCK m i <br /> m ~ ~L_KVELE~ AND ATOLrpSIDE EDGE J .~'"J_ J'-~u <br /> / I I &0F DOCK PROJECTION. MITRE / <br /> <br /> SFO~TIP~I~,I' F~T Rigid INSULAllON <br /> <br />7'~SECTION THRU DOCK LEVELER <br /> <br /> 4" ~IFY ~ ARCH.) <br /> <br />SF~ ~ FOR --~' <br />B F.~,~ SIZES <br /> <br />L4DOOR~ · 12" ~'fPIC~L 4 SIDES <br />THUS: 2; ~L <br />~E ~ ~ S~ ~g~ ~J <br /> <br /> . -2.'..: <br /> <br />~'IS~TYPICAL ELEVATOR PIT DETAIL <br />: $4 /-',.'-..~- <br /> <br />CENrI~RUNE OF ~ <br />COLUMN AND J <br />BA.SE P~ <br />4--3/4" DIA. AB.--' / <br />w/DOUBLE NUT / <br /> <br /> 2 -,..~'4" DIA. <br /> ~ w/gOU BLE NUT <br />1 1/~" ~' & WASHER. <br />~fP' / ~(9" MIN. EMBED.) <br /> <br /> ~S~ FDN. P~ FOR~ <br /> <br /> I~ pLATE SIZE:S. <br /> <br />/'4"~TYPICAL BASE PLATE <br /> <br /> · .8".. J~'L.FACE OF BRICK <br /> ~ SEE A~CH. fOf~ <br /> ~ I I. BRICK & INSULATION. <br /> I J~ I ~--~ROUT COLLAR iT. <br /> I/I I I SOUD BET BR~¢K <br /> ............. r J I I AND BLOCK BELOW <br /> <br />~S~4 FOUNDATION WALL AT LOW GRADE <br /> <br />SEE TYPICAL NOI'T_.S <br />ON DETAIL 2/S2. <br /> <br /> ~8'~C~ '-~"~1 FACE OF BRICK <br /> --'--r---SEE ARCH. FOR <br /> J(-~BRIOK & INSULATION. <br />sEE P~-~ _~'~- I <br /> <br />'~12"~ DETAIL <br /> <br /> Tushi¢ <br />/Hontgom ¢ry <br /> ,4 sso ci~tn~cS, <br /> <br />5500 Edinborough ',Nc~/, iii601 <br />//inceapoiis, Mnr~otq 5.5435 <br />612-830-8208 fax 830-8215 <br /> <br />Suite 140 <br />SL P~ul, MN 55114 <br /> <br />6 tP-,/~7--~-1J~ <br /> <br />Crown By I~IO,RLS <br /> <br />Projec~ Enginear BMO <br /> <br />Checked By <br /> <br />CITY REVIEW i <br />NOT FOR CONSIRUCIION <br /> <br /> <br />