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Documents prepared by Core _
<br /> States Engineering are to be used F �T �, ��
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<br /> only for the specific project and L
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<br /> specific use for which they areCOR E � � �
<br /> intended. Any extension of use to r
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<br /> _ -.. _ BASED - _ - __ others party, without the ex ressed, r F 4 r ( cry
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<br /> Engineering IS dans at the user's � ..<!�x°.�.' � .,A NINA ..M ,�...,..,,,.�,,?. <�„�t, . �.<x,��.. .�. ,�
<br /> own risk. If used in a way other 1700 Industrial Drive,suite 6 "n Yµ
<br /> than that specifically intended, user Rogers,AR 72756 v �CANT �
<br /> will hold Core States Engineering Phone(479)986-4400
<br /> FAX(479)966-4401
<br /> harmless from all claims and losses. ,..
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<br /> E..hEa ccantrac.tc:�r IS r .5ponsiE:ale For br-acinq they structure prior to H-ae I. Goncrete 28 Pot- Strength shall be os Follows.
<br /> con°rple,Llora of call rooF, Floor, sand wall calcaphrogm . res F=ootinc�s anr_� (Drode= F3�carn5 4,«C O psl (2500 psl used in design)
<br /> 2 Pie 6-7eneral Contractor shall verlFy all dimensions and condltlon5. The b Gonc- € xposed to {� aE:hor 4,C,J00 p,l (w/ air
<br /> ,6,rchlt.e.ct shall be noL lead of can dl5cre.acanc(ew,. entralnment 4%--b%,) =III�III a p I_I-1-111
<br /> The ccantrc_ac.Enr I:a rE?,F7or1:lblr For the me on-- cand methods of construction In 2 All Foot.in 5 shall bear on Firm undisturbed residual � �- ~' - 5T-T--ELa
<br /> eau caeca/or engineered C I IFEaUL-E- )I-m fI
<br /> y � - -III-=III -
<br /> c F_- SLFEv[E AS F�ECa'E
<br /> re dards tea Job a,,iks caF ty earth Flit c_ornpacted to 15Sk> of It°z, rnoxlmum drug de:n ity as pef- A aT 1 CJ _ —I�I- - -........_.___ _.._._ __._..._..._..__. ._...--------...___�.._.._.__.. _ 6 rl - 7 C 1 (Standard P r o c t.o r), u n l e s s noted o t h e r w i s e. J E 501 L E3tE A R I N CU I —_�
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<br /> ( AP�GIT-r” f5 To BE:: VE-RIFIEP BT CaEC�IFGEINIG,G E_ ENGIN1H�-R F�IOR TO -
<br /> DFa�I 7N L.OAE)5 TABLE �C.�0b IE3c, 11_I�IIi
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<br /> G,,I) 5 T-RZ)C TION
<br /> F�C�OF LIVE L-0160
<br /> 2' PAF 5 All conc.re;te and reinFor(Ancy sLOel shall conForm to AGI 313 and AGI 5031 Iol:ost rr rrF_ _,_
<br /> edltlon, cand AaTM 6\615-b Contractor to Eirave cru lets of the. AGI documents I�I.I
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<br /> at the .loEa slkc rJr.rrinc� ccaristrucEiran
<br /> car ( Nr� ._�N<, L.c _ `-I ca h tin a rt c, ���r Cls y G car Gira F mra� Eae? u��j tea re_ Ieac, u tr> - -- ----- - - = - T ....__ _.. _ _ _ -. I - :.I(I 111=:_.-111 .-(lI III 111- 111-III- 1 _-- - IIE.E.-
<br /> FLAT ROOF 5NC�w LOA[), PF 5 F.jF 4 y - ' � � � � � p _111....._1 I I-_III_I,I I_I I I_I_I i_I I I__I II_111 I I. III III I I I I I
<br /> L_ 2a of Portlr_anr_� Gr�rnent Cor�trracEc�r and su Ile- shall coordinate, to �al�_-.�( =�H (IIr=lI( -111 -111 Ili 111 111—III 111 111 111=III-=111=111 III=111" 111= cn
<br /> SNC7W EuXF Ca`: JEZL FACTOR, Ce 1 C.7 pp _
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<br /> IMPc-:JF2TANC.F F`E FAC I C1 ensure. that required se:�t times For concrete are not radversely caFFe:c.ted by use
<br /> F-HE-Rt-1,&L FACTOR, Ct 10 of Fly cash Contractor and all concrete; subcontrcar1:ors shall havEa experience =III-III=III-III_III_IIIA -;
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<br /> with honr�lincy, pie-aclnc3 cand FInIwE�lnr� cancreke with Fly rash
<br /> C I N E rf M AT 1 C1 N -----
<br /> r.—. ...__.._._...._.__._... 4=, F��ainForcinry steed and cacCosscarloa shall t.7e detallod In ac.,ccardranc�; r�it.h AG131S _......._.__..___.
<br /> AL,LC:?4/\tAk3LE 5011 t:3FAFZIN('a F-'}'F55URE 2,C. 00 P5F (^-,5UME D)
<br /> (Manual of CUtandcard h�rrac,tirwe For Dotollinc� {�eInForced Concrete Structures)
<br /> Wily(? C E .IC .N._LC r L? and CF-5f M`dP-1 (Monuol of �kandcarr� Proc:tice), lol:e,t, odltlon,.
<br /> {HIND AaPEAFi qn MPH (3 5ECONU 6US-0 b All wolded! relnForcing steal 51holl conFor`m to A5TM A1, 10b, Grade Fa0, and bo-
<br /> IMPORTANCF FA(:TOR I.Ca used only with prior permla,lan From the, sLructurol englnoe-r.
<br /> NINP EXFIc�C�UR- G Provide' top ,toel re1nForcincy, Some size. and ,,pncInq cas bottom steel, cat any
<br /> INTERNAL FRC `.:aStJF�Fm COEFFICIENT 1 0 1b locoklon whe=re they ,oil chonc�cas Frorn re lduol Eco engineered Fill Trap steel shell
<br /> BA5E PFZF55URE, ooh 15 () P5F res
<br /> extend Ea' err I n l m u m each -gide ca F the l o l l k r ca n,I l I Q n a r ea Use �5 s t l r r u p�, rat
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<br /> (7CC,UPANGY' GAT�lE(---O. F�`f' 11 E Provide 2' t�" '-Fi" corner bears cat corner-s of call conLinueausly relnForced 03 I
<br /> MF'CJR"EANt,F FRCJTG7FZ 10 elements such as ��ali,, Fcaotinr�,, bond be oms, etc.. Garner bars shall be the
<br /> 55 (55% Pia �3/4A, � A �Ay �'
<br /> 3 5same size, spacing, location, cand quantity as they contlnuou5 reinForcinc�
<br /> q. adl re -Inc, sten I leas s. Ilcer-, r7hcill be Gloss "E:3" with 24" minlmurn, unle,--a,
<br /> ScTI = C7.056 olthorF-else nested
<br /> 51 FT GL,°,SS D 10 Provide (2) #-4 bc�ar.s / 4'--0` long in drabs can grode. oL call Inside corners.
<br /> 5EFISH1 [�fESIc:N CAT—E-6O Y' A II 1Yre Followinry Vnimum conc.ret.e cover shf,311 be pro,11ded For reinForcinry bears
<br /> EA51G `�aE:15HIG FORCE RF515TINC7 `'r`51-E.M ((ser P,GI. :31£3) _
<br /> ]-TZUGIIJR.AL. 5T-E1-- `_aY5"ET.7M5 NOT 5PFGIFI6ALLY DEETAILED
<br /> ,��. Gast: cac3cw�InsE cartel prarmr-�n,antly e.�Fac�r;ecy earth :.3"
<br /> FOR 5EI5MIG RE51`5 f ANC-F
<br /> R E3 Formed cand Evposead to ;Earth or klle�aLhe�r
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<br /> 1 -46 thru 141b born �a"
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<br /> CJESIC�N k3ASE� 51-IE=AR G Gj�GW II �a kxarra, t^E;�31 rules, d� sn°,alJr�r I
<br /> [FC�IJIV, LENT" LAT-ER-AL FORGE PROGEDUF;F G Forme(J rand Not eaxposed to we athe.r or tr7 contract with the around
<br /> 51ab5, vocalis, cines Joist (it'll Eaar5 end smaller) 5/4"
<br /> Ii. Dearns, glydere,, and coiumns 1/2'1
<br /> (Principle reinF , ties, stirru�as, squeals)
<br /> 12 Unler 5s noted okhor �I e, slab, can arcades shall be Ea" thick. with b-6-k 2 gAN2 9
<br /> 1p0l' on 4" thick, c rushed skono boyo
<br /> 15 Gonh-octor "-,hall trent u>c)II under �,Icat,5, Footing-5, and crawl .lepoces with EPA
<br /> opproved c,hemir,cai �✓ermin control or ae, requlred per buiidinry code
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