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<br />GENERAL _ P10TE5 `
<br />�PENINC-i
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<br />CONCRETE: The selection o; materials for, and the mixing and placing of all concrete shall conform
<br />t0 the requirewents of the "Itniform Building Code" latest edition. Materials sha'f i 5e proportioned
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<br />to produce a dense, workable mix having a maxir,rum slump of 4 inches which car be placed without
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<br />segregation o� excess -free .,arface viater. I•Jater cement ratio concrete �,trencgth (f'c) = 3600 psi
<br />8 �l-OGiC
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<br />-- -- TD SUIT IgOLp.TOR
<br />i�r` SUpprjaT
<br />shall be a maximum of 6-112 gal Ions of water- per sack of cement d1ld a c„inimuw of 3 sacks of cement
<br />per cubic yard of concrete. C;nr.rete tests shall be verified by °,tirdai-d 28 e:<..� cylinder test..
<br />WALL.
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<br />A water reducing admixtur_ ,PoZ4u'J th), used in strict accordance with the manufacturer's r•pcorw.nda-
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<br />tions shall be incor•pora-,.�•, in concrete design mixes upon app•-_-:ai by t'e _ngire�r.
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<br />REINFORCING STEEL: Unless otherwise noted, all reinforcir )- eel sha':, oe defor,!ed bars in accordance
<br />with'ASTI`l specifi%atian A615, of the sizes h;run on the di raings and be grade 60, fy = 60,000 psi.
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<br />Reinforcin; steel shall be securely tied it puce with -16 double annniled'iron wire. Bars in beams
<br />and slabs `.:.li be detailed in accordance o'`I, the "A.C.I. ilanr,al of atandF.r.; Practice for Getailing
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<br />Reinforced L.uncrete Structures", latest edi1.i,:n. Detail drawings shall be prepared and submitted
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<br />to the Engineer for approval prior to fabrication. Lap dlI reinforcing bar splices a minimumof
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<br />11ASONkY . Al l masonry tun its shall he 1171111 - i' ,0 psi . Masonry walls s:.al l be reinforced as shown
<br />PLAN
<br />- on the pr{ns and Retails arra if not shown shall he as follows:
<br />MASONRY Vl L REINFORCEMENT
<br />Wall Thickness V(:rtic,il Bars Hurizontal Bars
<br />„ -3�¢I-2 I`21,�,'3r' I,
<br />PLAN
<br />8" �, �� 32" a.c. 05 @ 48" o.c.
<br />All cells containing vertical bars and all bond beams shall be filled with grout with an f'c =
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<br />2000 psi. Bond beams with two ii5 horizontally sha;l be provided at all floor and roof lines an(!
<br />th t f tt 11 P• 1' 1.1� b ith t m5 h ` 11 01 I, -al; ni and x-
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<br />at a op q re wa rave e a rn t_ eam V1r wo orrzon�a y JE - c.pe ngs, g
<br />t,-d these bars 2'-0" past the openinc,, at each side. Prnvide one •5 verLically for the full- stur/
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<br />height of the wall at each side of the opemrirls. Dowel to ,masonry vlalls shall be embedded a i.riiii'
<br />mum of 1'-6" or, hooked into the supporting sti Ijc:trrr-e rd of the s,rme Jze and spacing as the vertical
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<br />wall reinforcing. Provide corner bars to match ticv or,,ontal wall reinforcing at all wall iiiLer-
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<br />Reinfo,•c.inc steel shall be as specifieu Ir!er- "Iteinfc,r•c.i,,rr Steel" above. La all rein -
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<br />f-orcincl bars .if) hart• diaweter's, P-6" Ininii mo. tlort., shal l he `•TyI-e-S", with a mir.irnuni compressive
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<br />strenllth ar I_ ?8 doof 1t,1,00 psi , ai,, ,p(,( i i ied Lay t.tie L10 fo?-m L10 1d inq Code.
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<br />STIIUCiURAi. `,SEC:.: 5tr•ucturol Steel shall hip A.`,.;.tit. A-36, fy - 2.2,000 psi. Design, fabrication
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<br />and t,recct icrn shaII he in ak.cord(mce with tho i,rtest edition o' the "A.I.S.C. Specification for the
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<br />phsly►►, J,rhr'itaticrn •.rci I rer:tiorr rtf `,tr-m : ,r,rr "tfrel'fo,• Uuilciings". All bolts.shall conform to
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<br />the latr�s(. A. ),l31, :�,o0l i. atir�n tor All""). t;1c;h ;tverr(Ith bolts (3'•'1-inch diameter urlesc noted
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<br />otherwitir�y. Ali velclintl shal l curd:,l7!r t.o th, A. '.�. coriE•5 fo, ,rrc ,imi qis welds ig in bu;ldinq con-
<br />%tI r.,tiot, All we1d5 ,hill be 3/16 .sir imtw, ,,ni,',', other-v. •r •'}t,_.,d Wt,ldinc,, el!,c.trodes shall be
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<br />t'F• ,tit ti WO I Iltcl jt ! irr: Ild l i L urt,irr,. '0 ;-ht A.W. r�r�Ll.ra l r f it,' � ant Leta i is for• vie construc-
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<br />tinn. `,hIn ,l, o iI r•. •,.rl I tre „rb,rit tr,,l tc, t!rr ,_ <;41neer for a1 prior to fabrication. All
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<br />w(l in,r h,r l l btoo by ^..,r,5 Ctrt i f it .1 14e1ders.
<br />All c onrtr•ul t ion Ir,,i ; ,r,, i ..o ;re rc I-,jirewents of the Uniform 3uilding Code. 1976 EdiLion.
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