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<br />46'-0'
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<br />86'-4"
<br />
<br />110'-0.
<br />
<br />48'-0.
<br />
<br />19'-S"
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<br />4'-0'
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<br />II
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<br />4'-6'~4'-6'xJ6'
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<br />3
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<br /> 4 5 6
<br /> 40' O.
<br />16'-0' ZO'-O' ZO'-O'
<br /> 40'0'
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<br /> I I II
<br /> I I II
<br /> I I , II
<br /> I I L" COO" ,J"-"<-OIOOE II "
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<br /> I I ON 6" COl.t ACTED CUSHION II "
<br /> I AS RECOMU~EO BY THE
<br /> I SOILENGlfllRl II
<br /> I I I II
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<br />I I LIS' CONe. Sl.A8-Cf\l-CRAD ;, [ ~ I
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<br />I I AS RECouuEMOED BY THE wi 4-14 EA. ~AY
<br />1 I SO'LENG'NEERl 7 BOTT. I
<br />
<br />.'-6",,4'-6"><36" ~
<br />I I r wi 5-14 EA.. WAY I
<br />r 71 BOTT. 4'-OO".'-O'xf1
<br />--------~---- wI 5-14 EA. AY
<br />I 1 H.S.S. J 1/2x31/2x1f4 BOTT.
<br />I r wI SASE: pt. J/4~ f/2K9 1/2 I
<br />(2 THUS) r-- FTc> 2'-6".12"
<br />I 12" PRECAST WAll I wi 2-15 CONT I
<br />II '''''' I t t
<br />~7'-O'.7'-O'''16' 6'-S"x5'-6">r.1's" ~ 4'-6'X4'-6'>t36"\J
<br />5'-6"><5'-6",,36" I WI 6-16 EA WAY wi 6-16 EA. WAY wi 6-'4 EA. WAY
<br />..J L...I wi 6-~ EA. 'NAY I ,- BOTT BClTT. BOTT.
<br />I 4 BOTT.
<br />~ ~----i i-~j--------@ ~t-j ----
<br />
<br />I I I I ,....... '/>-14 -L-
<br />GROUTED FUll HEIGHTl L
<br />I I I I Of' WALL. I 6" CONe. SLAB-QN-CRADE \
<br />I I ON 6" COMPACl'ED CUSHION
<br />I I AS RECO/,IMEHo:EO BT' THE
<br />I I I I S.l "'.""'1
<br />
<br />1 I L4- CONe. SLAB-ON-GRADE I I
<br />I I wi 6~6-wz.rl(W2.1 W.W.F. I I
<br />ON COIolPACTID CUSHION
<br />II AS RECot.IldENDED BY THE I I
<br />I I SOILEN()NEERl I I
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<br />18". POUREJ>
<br />CONe. SONOTUB(
<br />(2 ltlUS)
<br />11'-D" 6'-0.
<br />3'-0" 3'-0"
<br />
<br />P.c.. PANEL,
<br />SEEPl...AN
<br />
<br />(];) FOUNDA TION PLAN
<br />S1 SCALE: 1/8 .. 1 0
<br />
<br />NOIlTH
<br />
<br />..
<br />
<br />FlOOR SLAB, SEE PLAN
<br />
<br />NOTES:
<br />1. TO OF" SlAB ELEVAlION (TSE) .. 100'-0-
<br />2. TOP OF INltRlOR FOOliNG aEVATlott (TF't).. 99'-0. U.N.O.
<br />.3.. TOP Of' EXtERIOR rOOTING ELEVATION em).. 99'-0" U.N.D.
<br />..5---5 ON PLAN DENOl'ES STEPPE:D FOOTING. SEE 7/S1.
<br />5. TYPICAL PER!IrdETER rOOTING SHALlIlE 2'-0" WIDE x 3'-0. DEEP lRENCH
<br />rOOTING wI ~-15 CONT. 0 TOP U.N.D.
<br />6. ~ MASONRY WALL RE/NFORCClotEHl SHALl at ,. crN7[R6l W EACH
<br />CORE 0 48" o.e. FULL HEIGHT OF THE WALl U.N.O.
<br />7, PRQ\r1OE WALL REINFORCEMENT IN THE CORES ON BOTH SIDES Of' THE CONTROL JOINTS.
<br />8. PROVIDE J......s REINFORCOoIENT ON BOTH SlOE OF E'o'ERY OPENING. SEE THE ARCHITECTURAL
<br />DRAWINGS ANO SHEET S2 FOR OPENING LOCAllONS. TYPICAL JAMB IS 16" WOE" wI '" BARS
<br />CENTr:RED IN EACH CORE FULL HEIGHT OF W.\LL
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<br />I
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<br />~~I'sP~~~ TO BE I 1
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<br />~__n___~, ---- '------- Lr-,iiil
<br />x 12'-0" O.C. "'AX.
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<br />13'-6-
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<br />SEE......
<br />EXl'ERlORSlABBY
<br />OTHERS
<br />
<br />SEE ARCH.
<br />
<br />EX?.l.NSlON JOINT
<br />SEE ARCH.
<br />SlAB ON GRADE
<br />SEE PLAN
<br />
<br />
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<br />_........~4~---t..~:....
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<br />FTG.SEEP\,.AN.l.NO
<br />J/Sl FOR MORE INFO.
<br />
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<br />
<br />~
<br />W ~~~f).. ~,~~TlNG
<br />
<br />DETAIL
<br />
<br />t, ),-
<br />
<br />FTG. SEE PlAN
<br />
<br />14 TtiUS 0 24- D.C.
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<br />
<br />f"DOTlNG. SEE PLAN
<br />
<br />(J;) ~C3~~ ..D1~l!'IL
<br />
<br />TO!' OF SLAB
<br />SEE PLAN
<br />
<br />
<br />11/2" NGt SHRINK
<br />CROUT
<br />(.) J/4-. ANOiOR
<br />BOLTS" sm. HOOK
<br />W/DOUBLE NUTS &:
<br />WASHERS
<br />
<br />.'
<br />
<br />2 TYPICAL DETAIL
<br />51 SCALE.: 3/4 _ 1-0
<br />
<br />P.e. PANEL
<br />SEE PLAN
<br />
<br />
<br />SlAB OH CRADE
<br />SEE PLAN
<br />
<br />BOND BREAKER
<br />
<br />$TOPOFSlAEI
<br />SEE PlAN
<br />
<br />
<br />ANCHORS &: BARS AS
<br />REO'll BY P.c. SUPPLIER-
<br />lNSTAlJ.E'O Bve.C.
<br />
<br />GROUT SPACE
<br />TOP OF FOO7lNG
<br />'''AN
<br />
<br />3j.",UAlC.SHlW
<br />SPACE
<br />
<br />J" CONT. KEYWAY
<br />
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<br />
<br />SHlldS AS REO'll BY
<br />P.e. SUPPUER
<br />
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<br />
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<br />
<br />FOOTING, SEE PLAN
<br />
<br />@ ~~~CJ~}. =D~~IL
<br />
<br />SAW CUT (ldAX OF
<br />24 HRS. AFTtR
<br />POUR) CUT t.lESH
<br />
<br />
<br />CONSTR. JOI"ll
<br />WCVT JT.
<br />AOJACENT TO
<br />CONmOL T.
<br />
<br />:ot=
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<br />
<br />5/8". x 2'-0" TERMINATE IdESH
<br />St.IOOT1-l OO\'IELs 0 AT JONT
<br />24" O.C. (GREASE
<br />ONE ENO)
<br />4 TYPICAL CONTROL CONSTRUCTION JOINT
<br />51 SCALE: 34 _1_0
<br />
<br />SEE PLAN
<br />1 I
<br />
<br />P.C. PANEL BEY'OND,
<br />SEE"^"
<br />
<br />"~.OR.. "" ST .
<br />"'"''
<br />
<br />4 .. .4
<br />
<br />$ ToP OF" FOOTl"lG
<br />SEE PLAN
<br />
<br />stAB ON GRADE
<br />SEE PlAN
<br />
<br />r:"~ ~ -'- ~.~,
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<br />rDP OF SLAB
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<br />FOOlING, SEE PLAN
<br />
<br />5 TYPICAL DETAIL AT OVERHEAD DOOR
<br />S1 SCALE:.l" .. 1-0
<br />
<br />ENCINEER CERTlFICA.TlON:
<br />IOlEIltBYCERfFy~TTIlI5P1..AN.
<br />5F"EOFlCl.1\CIlORREPORJ'IIfoS
<br />PREPAAEfJ6""(~IINI1€R,,"OIf'ICCr
<br />~ANDTHATINl.AOUI.T
<br />UCENstOPR(FI:SSlONAlEMClNEER
<br />UNlIEII1lIEU'llSllI'TWE5TATE
<br />C'IF"IIJN(SOTA.
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<br />1261 North Co~rt
<br />~El""hlo",WN551l2
<br />Pho...: 651-~~-58E11
<br />r"":651-~6-6a67
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<br />Praj!!d l1<<lqn...-::B(N R.
<br />Ora"", By. ECO
<br />Check..d By. HE
<br />Revisions
<br />
<br />05.14.04 PREUIrdINARY
<br />06.16.04 ISSUED
<br />
<br />FOUNDATION PLAN
<br />AND DETAILS
<br />
<br />Sheet Number
<br />
<br />S1
<br />
<br />Project No. 040305-2
<br />
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