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<br />46'-0. <br /> <br /> <br />04()' O' <br /> <br />110'-0. <br /> <br />40' o. <br /> <br />48'-0- <br /> <br />16'-0. <br /> <br />20'-0. <br /> <br />20'-0. <br /> <br />19'-B. <br /> <br />'f-O" <br /> <br />86'-4" <br /> <br />A <br /> <br />, <br />g <br /> <br />1'----- -----, <br />1 I I 1 : <br />I I 1 <br />I I 1 II <br />I I L.. CONe.,1 -O'I-CRAll[ I : <br />I I ON " eCNbclED CUSHION I I <br />AS RECOUUD4DED BY TH~ <br />: : SOUNOTl : : <br />1 1 I 1 I I <br />__________~L_____ _____~ <br /> <br />4.-6...4'-6....36. <br />wi 6-14 ~. WAY <br />BOn. <br /> <br /> <br />1.3'-8. <br /> <br /> <br />~ <br />~ <br />'" <br /> <br />1 rr----- , <br />I I L6. CONe. SlAB-QN-GRAD SI I <br />ON e" COUPAClro CUSHION 3'-0"1<3'-0"..12. <br />I I AS RECOUUENDED BY TH~ WI 4-14 EA. tAY <br />I) SOIL ENGINEER 1 ~ BOTT. J <br />~ ~4'-6."4'-6.>t36. <br />wi 6-14 ~A.. WAY I <br />BOTT. 4'-0."4'-0"..11 <br />--~---------- WI 5-14 EA.. AY ,'\. <br />~~ I BOer. ./ <br />I ~FTC.2'-6"..12. I I ~.., <br />I I ~;;'~[CAST WAlL I 'I w/ 2-" eONT. + ~ " .~~ I I <br />fr-O.d'-O"d6. 6'-6"xe'-e""15"~ ~'7.~(\- 4'-6-"4'-6."'6.~ I <br />.-J ~s -6 ~ -6 ..36 I WI 6-16 EA WAY w/ 6-16 EA.. WAY ~~,q wi 6-14 EA WAY <br />I ..t1 ~/ ;-~ E:" ~AY I r BOTT BOTT ~. eon ~ <br />~ ~~---i :--~~------~ ~r -------~ r <br /> <br />1 I I I 8.....' W/ ,-,. -L I <br />~~~T\ L 1 <br />I I 1 I 0' WAlL 1 " CONe SL<ll-QN-GR"'[ 1 I I <br />ON 6" COMPACTED CUSHION <br />I I 1 I :L~:N~~D; BY THE ~~~S~~TI~ONN~O:;Tl 1 I <br />I I I I J ~~lsP~~E~ TO BE I I <br />:: L~'a;~!~"'[ :: '~_n_n_l____ innn_' ~ <br />I I AS RECCAlYEI\IOEO BY !'HE I I 1 "" <br />I 1 SOOL [NON"'I 1 r -,>11 <br />J 1 : I L. ~ <br />I I J- I 1 I I <br />L________J -S ~ :___~ I <br /> <br />G <br />I <br />... <br /> <br />, <br />~ <br /> <br />, <br />i: <br /> <br />? <br />~- <br /> <br />'r <br />\; <br /> <br />I <br />i: <br /> <br />, <br />,. <br /> <br />@-- <br /> <br /> <br />~ <br /> <br />94'-4" <br /> <br />J'-O" "-D. <br /> <br />P.C_ PANEl. <br />S"PWl <br /> <br /> <br />EXPANSION JOINT <br />SEE ARCH. <br />SLAB ON GliAO~ <br />SEE "'-AN <br /> <br />GJ FOUNDA TION PLAN <br />S1 SCAlE: 1/8 - 1 -0 <br /> <br />NORTH <br /> <br />8 <br /> <br />, .' <br /> <br />-~::""'.....: ~~-'- <br />. .' <br /> <br /> <br />P_e. PANEL BEYOND. <br />SEE PlAN <br /> <br />NOTES, <br />1. TO OF SlAB ElEVATION (TSE) _ 100'-0" <br />2. TOP OF INIDIOR FOOTING ElEVAnQlol (TrE) _ 99'-0" U.N.D. <br />.J. TOP OF EXTERIOR FOOTING E1.(VAnDN (TFE) _ 99'-0. U.N.O. <br />4. S---S ON PLAN I)(NOT'ES STEPPED fooT1NG. SEE 7/S1. <br />5. 1'I'PICAL PERII,lETER FOOTING SHAlL BE 2'-0" MDE .. S-D" OEEP TRENCH <br />FooT1NG W/ 2-15 CONT. 0 TOP U.N.O. <br />6. 1'I'PICAL IolASONRY WAll REINfORCEYENT SHAll BE 14 CENTERED IN ~CH <br />CORE . 48" o.e. f'ULL HElQ-IT r:# THE WAlL U.N.O. <br />7. PRO~OE WAlL RE!NFORCEI,lENT IN THE CORES ON BOTH SlOES Of THE CONTROL JOINTS. <br />8. PRQlo1OE JAMB RElNFau:EJlf./tlT ON SOrH SO! OF E"~Y OPE~. SEE THE ARCHITECTURAl.. <br />DRAWINGS AND SHEET S2 FOR OPENING LOCATIONS- TYPICAL JAUB IS 16" WIDE W/ f4 BARS <br />CENTERED IN EACH CORE F11LL. HEIGHT Of WAlL <br /> <br />,. THUS. 24" D.C. <br />". <br />,,"j <br /> <br />Fro.. SEE PLAN AND <br />3/S1 FOR YORE INFO. <br /> <br />FTG. SEE PlAN <br /> <br />" <br /> <br />.J' <br />, <br /> <br />F"OOTlNG. SEE PLAN <br /> <br />" <br /> <br />2'-0. 1'-0. <br /> <br />G)STEPPED FOOTING DETAIL <br />51 SCAlE; 3/4 ,. 1-0 <br /> <br />(];) TYPICAL DETAIL <br />Sl SCALE; '/4 - 1-0 <br /> <br /> <br />2 TYPICAL DETAIL <br />51 SCALE.: J ol- - 1 0 <br /> <br /> <br />@~~~} ..o~~AIL <br /> <br />SAW CUT (UAX OF <br />24 HRS. AFTER <br />POUR) on UE9i <br /> <br />BONO BREAKER <br /> <br />SlAB ON GRADE <br />SEE PlAN <br /> <br />3/4" l.lAX. SI"UU <br />SPACE <br /> <br />SHllolS AS R(Q'O BY <br />P.C. SUPPUER <br /> <br />FOOTING. SEE PlAN <br /> <br /> <br />;,t <br /> <br />l'SEE PlANj <br /> <br />P.c. PANEL BEYOND. <br />SEE PLAN <br /> <br /> <br />" <br /> <br />.. oj <br /> <br />14 THUS 0 24- O.e. <br />"'" <br />"'1 <br /> <br />TOP '" SL<ll <br />SEE PlAN <br /> <br />l/l <br /> <br />TYPICAL DETAIL AT OVERHEAD DOOR <br />SlSCAlE:J4-10 <br /> <br />CONSTRUCTION JOINT <br /> <br />SlAB QIol GRADE <br />5[[ PLAN <br /> <br />TOP Of' SlAB <br />SEE PWl <br /> <br />FOOTING. SEE PLAN <br /> <br />ENGINEER CERTlFlCA nON: <br />I HERmT CDlTIN lHAT 1HI$ Pl.AN. <br />SPEOFlCAlOt OIl: AEPCATWfo$ <br />PR€PAR[D 1lY1IE 01 UNDER IIY DUlE"CT <br />~~:-~I~A:-Y <br />:;o:~~'tISr;,lHESTA1E <br /> <br />ICN,",E$fEPHAN <br /> <br />:~8JO.o <br /> <br />FE <br /> <br />BS1BPHAN ENGINEERING <br /> <br />1262 North Court <br />N_eri<;Jht..... loiN 55112 <br />P"-.; e~1-(lJO-MS7 <br />F""'651-6JtI-1S667 <br /> <br />.... >< <br />~~ <br />I '" <br />t)()QO <br />c w ~ <br />"'O~2 <br />::::l w ~ <br />CC....J <br />....J <br />"'0> <br />~ ~ <br />o w <br />0.1- <br />o Z <br />.... w <br />c..u <br /> <br />~ <br />"::; <br />Qj <br />i: <br />CII <br />u <br /> <br />l/l <br /> <br />~~12004 <br />&l"phan I:n~~"~. P."- <br /> <br />Project Oetl9ner: B~N R. <br />Drg.... By: ECO <br />o..ecklld By: HE <br /> <br />051404 PREUUINARY <br />06.18.04 ISSUEO <br /> <br />FOUNDA TION PLAN <br />AND DETAILS <br /> <br />Sheet Number <br /> <br />S1 <br /> <br />Project No. 040305-2 <br />