|
CLIENT:
<br /> 1� Consolidatecon.c-ratedurin p.,Iacementoper�tonss.*cQn!nre.eisth qghly worked Around 4, RepairdefectiVeareas, singlO.holes not exceeding 1 inchInAlamater by,
<br /> .0 t ''Oro A. C f I. Manufactuteft setting.matertalsandmorlar, H. Welding,.rods.and bare.6160hodesr select In acm. .Naoce withAM.speclifications.for 91 lallayl b
<br /> pniply With re.,erenced volf.mosonry standard And polar requirements;specified in this section applicable D, Grout for unit mas.onry se on$.
<br /> �e con.erate sp A all
<br /> product.datefor a h.v 0 6
<br /> reinforcement,other embedded items.and Into.comers, cuffing out and re looin :With fresh concrete Removed Moore, ua
<br /> ps�wilh.cleq _q, to cuts A to each Material Indicot.04. .2.Manuilactorree4A d TrittrucoonsAnd evidence ofminimum offly
<br /> p n
<br /> ptalle Installall .,.a year's ex erlon in welded..
<br /> . I , on ca.
<br /> expinw reinforcing steel v*b at least 314 inch-clearance--all around.Dampen conerele- surfacesin 2.11:0 SOURCE-QUALITY-CONTROC the production of simulated masonry veneer. bp
<br /> E. Sting slab surfaces to correct level with a straightedge.and strike.off.Use buJI floats or derbies to smooth contact with paitchingreoncrateanctapply bonclingagent.Mix pa"Irig concrete 0Z CONCRETEMA$ONRY 2.021 GROUT AND ANCHORING CeMr=NT
<br /> lurfacefr000f urn
<br /> �h ,ps,or hollows.Do not adIsturb slab surfaces prior to:bOginlrlin finihin pq ns provide concrete of same type or class as original concrete.Place,compact,and fintah-to ble of withi
<br /> A. Concrete masonry iunit tests:for each type,-class,and grade ofecincrele masonry unit indicated,units will 1.0.3 PROJECT CONDITIONS
<br /> .1 "gin
<br /> taWreinforeing in pe role,Cu,,in so m pro r position on chair$doting Con W 04 Mont, adlat*ht firillsheoil cWL mapner as adjaPentoonct6te A.. Qerietal�co ply.wifillreq ndicated be ap Ile, to each f �()f i Crete: ry I
<br /> .,fee me dreft.lonts
<br /> p
<br /> low Able, col rn oint be.tested byquallfied'od p doottesdn for ab gth,absorp
<br /> � , I o'," 9 labq And mplsWro content per A� Nontshrink nonmetallic groat premlxed,.faaory-pao�kaged,ricin-staltiling,noncorrosive,norigaseous- rout
<br /> mquired, ASTM 0 14 0. A, Environm nta R uirements- Minimum a r tempera g,andfor
<br /> I ture,
<br /> of..40 F degire
<br /> a 1, a as prior I9,durin .4.8 hours Corn rig with Qe CRO-0 K1.Pro.vid if It re 'or and
<br /> Ply! ogrgutspec.noo.y wmrr)en�WbynronyfftjoWrQrfprinteT.t
<br /> F. Cold-weaTherpi
<br /> oce Comp
<br /> ment , y With proy Q� :Rep4irl
<br /> ItIons i0f ACi 306and.as follows.:Proilipa oo Croto work from isola -and sin I!rich or'! in diamater by Grb, .a top completion of Work.Store defivem :stone ina dry -:rNnimunrifor minimum ;derior applications of ty ificid iriffiisectipri..
<br /> random cr. s 9kaholos ov shapes.whore,indicated and as follow$. After place above.40 F:clegireo a
<br /> physica(damage or reduced strength,Atiot Cc b of Cracks.and cut�oyt holes t
<br /> (Aid ecaused by f(d.st,freezing ctinsor lowlem I 0� Fo it so EXECUTION
<br /> oso.v.nd cocratearid 0 f dust dirt-,and too el
<br /> o partimes,JDampen.Cleaned,
<br /> Qrners,jambs,,,sash,control joints ar at a0*
<br /> r ntel s,bonding,and oth �sp PART.3 24�hou
<br /> rs before in tallab n..
<br /> I. When airtern to Pris expected to fall b.olow40 Deg F:(4.Deg C) on.IfOrmly. heat concrete.surfacesand ap bonding:compou.nd,Place before bondingagerit has-drie&Compact. on.poraturah.Aply B4 PrQdurt��-e�ubj%.ttoco.mpliencevOthreqpirements.:proyidoprieofth.efpllo.wingnonshn nonmetadi .
<br /> water and Aggregates before mixing to obtain a.conerelemixture lemperatureof not lessiban 50, dry-poqk mixture in placendl.finlish10 match adjacent concratei Keep.patched area continuously molstfor b;. Bultnose units for quitsideorners fndlcaljqd� $-!)I EXAMINATION PART 2 PRO,DUTS�
<br /> De9F00De9C)andnotrno.ret a ZO F Q7 Pe grous:
<br /> h n De g Cl atpoliit01 placement, at least.72 hoursk. 01 Square�edged units for outside,corne.m.,.exc.ept:*h.ere fricitcatecla&bullnose. 1, �'EUcao WS Grour'Eudid Chemical Co.
<br /> a ncr% n
<br /> unless otho acceptedlitimlix.0issigris. —vq"
<br /> 2. Do-not use Calcium chforido,salt,or other materials-containing ntiteezeagentsorchernical accelerators. 2. Size prq.yf.de Co to.maso ry.units Complying with requirements indicated below for s th are X Examing conditipris;with insta]a presoof10rconlipta Ce With requirements forirstallaOn tolerances and Z01 ACCEPTA MILIFACTURERS "Mas
<br /> Z terflow:711 Master Build
<br /> 3,1& �QUAILJTY CONTROL.TESTI NG DURING.CONSTRUCTION. manufactured.tospeeffied.f.acedimens.ldnav,4.Nn tolerances speerfiectirtheap ficablerellb.renced -otherpecific conditions,and cither Conditions aftectingperformance of unit masonry. "Sonogroul!';.Sonneborn Building
<br /> p
<br /> 3� Products Div.,Rexnord�Cherrfical Products,Inc.
<br /> concrete.tnagonry units, 1. 'Forthe record,prepare written report,andorsed by Installer,listing co
<br /> oditions dowmantal to A. Providastmulattif masonry vanterproduds:of the to 4� Tive Star:Grour U.S.,Grout.Corp-
<br /> G Hot-weather Ofaoomen.t when hot We exist i t Id impairqualityiand strength of Q General,.the Contractor wi I am
<br /> Ather c0ndifions.. A. ploy thq...geotechnical:engineer of record to perform tests a citpsplimittest 1 Concrete masonry units:manufactured to specified:dimensions of 31B inch less than noml Iwi ths performance IM f
<br /> na d of ud.masonry.
<br /> I. Coronado StoneProducts, 5. bropru #1 1";:LaMbert Corp,
<br /> :.concrete,place.concrete.complying.With:ACI 3,05 and.as specified. reports. by norm no[heights by nomin f to gths indicaletin Drawings.
<br /> a . n 2. El Dorado Stbne
<br /> 1. Cool ingrocilentsbefore. MIXinglornaintain poncretatempdrature at time of platemarit to belowqO -pont I rolled units.
<br /> 4. Provide:Type 11,non�mqisture B. Examine rough4in and built-in construction.to verif I, f Coons p r to
<br /> actual[am ons 0 piping conne rJo 2.03 FASTENERS
<br /> Deg:F(32 0
<br /> eg C),MIx:irig water may be Chfileclor oppedioemayb�euedlx: t V4
<br /> s p 00111.rol temperature, R, Sampfirigancl to-sting,for qualilytonvol during concrete placement may IneNclothefollo. Ag,..As:.oJI1reQted. 2.02:1VIATERIALS
<br /> provtdeoil water.equivalentofice-is calculatAdtibliotal amovnt.Qf MIXIngwater,Using liquid nitr000h byArchitect, gmdq.N and as4off 'A
<br /> OWs A, Providezirlecoated fasteners foroxterfor use�orvhorovllt fq exterior walls,Select fasteriers4bir the
<br /> tCool.concrete Is Contracloes.opoo.n., 1� Slunip,A$TM1'Q 1.4.3*one testat potot of discharge 16re0ch 0-6y7s Poor Of each type a conct0te; Unit compressiv.0.strength�provide units With mirfinnom average net Area compretsivestrength C �Don ;ptoteacluntliinsaUg�i.actorymnclitons.haVe.
<br /> I baq.Corrected. A., Provide installation:pattern and color as Indicated on.DraWings-Provid.0 b.omor pled",soft,and flashing� type,gracia,and:class re pirecl,
<br /> -2. Cover reinforcing steel with water-s.oaked burlap Ifitbecorries.too hot,so-.steeltemperature will:ndt additional lostv whery corycrole.consistency,seems to have changed, Indicated.below..
<br /> ax ad the Ambient air tomperature immediately Arnbed crot 2: Air content.ASTM:01 17.3;volumetric,method for lightwelght.or normal.weight C.0ncrete;.ASTM:C A.before' ding In a 1900i PSI. 3.02 INSTALLATION,GENERAL 13� Setfingmateials: B, Botts and.nutsr reulr hexagon.head type,,ASTM A 307,Grade A.
<br /> 3. Fog spray forms,.rdinforcin steel and subgradejustbefore�placlnq concr6te.:Keep subgrade .23.1,pressure rootho.0 fornormalwal h can one for each day's,poor of Aach type of
<br /> 9 g. qmt Bern
<br /> moisture uniform Without puddles or�dty areas. air entrained concrete. 2.03 MORTAR AND GROUTMATERIALS T rer's.,approve tape at joints.and seams. C_ Lao bolts:square.headlype,FS A. Comply:vVith referenced unit masonry standard and other requirements.indicated applicable,to oachtype.of. a. ok Stucco Wrap,by E.I.Dupont Provide manufactu
<br /> 4. Usewter�reduclngretorcfjngad 1 qrawhenroq d.by J.vqh t or - Coneratetamperatuna:.AsTIVICi 4;one test hourly when llemoeraturelsAtbDa F(4,QegQ) udedn roject. to f
<br /> nixt. amlp� atures,tow.humidity.,or other 06 ;at. ....
<br /> _9 p
<br /> b.30,lb/100,
<br /> 51 ASTMI 0226, riprl� iforated asphalt so rated:organto,aft.
<br /> A& placing ndificins,As a0c."V
<br /> 0 to kqhjtat� and below,whan 80 Deg F(27 Deg: and,above,and one test for each set of Compressive- 150,t
<br /> ype 1 or ll�exc
<br /> . ..a
<br /> Ian pt:ty.p.oIII:mA b V.pOforco -we :2.Metal Lath, ASTM 04147,18 ga Pgo ielf funing,gadva 11.4 0 expanded Metal Ath� W%
<br /> a ld _Ather uaiqrl� nized .1 D., Ma hin scre ::Cadmium plated FS FF&92
<br /> strength specimons� Provide natural color or white cae d Oe It mortar to.the f
<br /> nt As required t pr Ju, recut ad c0for, B. Thicknow Wildavity postlawallsand other masonr b ull thickness show",
<br /> and com y constru . 3.Fa4tenar6z Galvanized sJapje$,nalls or sere Of And type: .. mi nd
<br /> asmeb "
<br /> .3,00 FINISHING FORIVIED,$1.19FA01ES, 4� CompressiPTItests ecim n:ASTIV1.0311;.Qneseltof four standard Cylinders faveach,compressi Buitcl.sjr)9Ie-v44he_waits to the actual thielknoss.of%a masonry urft,usi units ofrx althickness sirmilated masonry menulacturer.
<br /> .p 40 rig Et W000scraws. ithegolearbonsteelF&FIF
<br /> strength tiastuntess otherwisei directed.Mold and siqleeyfinders for Job
<br /> oratory-emed test B, Masonry cenient.ASTM C�91, .:indicated; 4,Mortarl0rout, ARCO
<br /> A. Rough-formed finish:proviclea rough4ormed.finish:on formed Concrete:surfaces.not exposed to:view in specittlens excptwhon field-cured test.s.pedrrien$am required-
<br /> For colored pigmented mortam-gso premixed'colored mascinrycoMonts offormultion re I to STM MCI 50 cement TYP-O. or I. -round,carbon I=$FF-�W�94
<br /> a-TYPO S ortar,Complying With A 270,usin AST R Plain washorw
<br /> k 11 1 .9
<br /> th:ellnishadwor 4.ayin, texto JrWarte, Compressive-streNth.tets-ASTM C 39;one.set for each clays,pour exceedin Sou.yof.Plus. produce color indicated,or if not indicated,ast selected from manufootureesr standard formulations. C. Leave openings for equipmentlo,be installed before completion of masonry,After installation of
<br /> 9 ab,Masonr
<br /> by.form-facing material used,With fie holes.and defedfiveareasirpalred and patched,and fins andother for each 60 cu,Yol.Morethan the first.25=Y4.Of.each concrete class placedin Z For Colored aggregate mortars:use ma ry!C M sand,complying W1 M.C144 BP WEST COAST PRODUCTS,LLC
<br /> qment of natural color or,w.h o,a roclul, 0 to pro
<br /> s. . rip duce equipment co plate mo$ontv.to match Construction Immedl ly Adjac c. Mortar/Gropt color:A's indiated on DrAvong$
<br /> Alo �ent to the oponlng� G. Drilled-n expansion anchors,a nsi �an rs:c I.yln v -326 group Vill(arichor%.
<br /> xpo 'of) 0hp �omp any ,cine s ecimen tested at 7 days,two.specimenstested at:28 days,andne specimen mortar color indicated..
<br /> pad oft one day
<br /> P expansion,,non-drilling),type I Qnternally threaded tubular expansion anchor);:and machine bolts
<br /> retalried'ity.reserve for later testing if required. D. Cut masonty urillswith motorAdvon-SaWsto providod. 9on,sharp,one ppoded es.Cutunitsas"julred _B-157 ,grodo 5.
<br /> ly,
<br /> 9 complying with PS.FP 6
<br /> Related unformed sortadw,at lopsi of' 16thoti Mason
<br /> wall . . zontof offsetp,and similar unformed surfaces 0djapent to .6. ryfilloncrete:ASTUCwIO.191n accordance.with AC.1.630.1.speclfiearionsf6rmas.onr.y C. Ready�mixed mortar:cementitious.materials,water,and Aggregate-complying with requitements,specified. to provide continuous.pattern and to fit adjoiningeonstrual ..Usefull-stze units withoutcuttingwh.ere PART3-EXECUTION
<br /> :formed surfaces,sthke-Off:smopth.and.finieih.iMth a texturem
<br /> atching adjacent formed surfaces.Continue structures.. in this arficle comb Ingad xturssApprodu a -mix sible�
<br /> ad With set�corittpfl' cea re,dy ad rnorlar complyi with H. Tagglebolts:fumble-Wing t V 'a e at rect
<br /> lig. . ..... ype,F P., da$s,and styl uIred,
<br /> finlalturf,amtreatment of formed surfaces'Uniformly i,aerott aiijacont unformed surfaces nless;otherwise ASC 1142. AND PREPARATIONS
<br /> 3.01 EXA c, A
<br /> i3, When frequency of testing Will.providefewer than:five.strength losts.for a given,class-of concrete,conduct 3,03 coNsTRuCTio.N.ToLERANCES 1, Look washers:holical.spri ng-type,crbon steel,�FS FF-W-84.
<br /> .testing from At least five.randomly selected batches or from each Oatch.lf fewer.than five are used, 0, Hydrated Af>TM,C
<br /> 207,typo S� A, Examinatilie Conditions,
<br /> 2�.10 MONOLITHIC SLAB FINISHES
<br /> A. Complywith construction tolerances of referenced unit masonry,standard, 1,Venf)rlbat all Zubstrates,areclean and securely installed, Z0.4 PAINT
<br /> T� When total.quantity of A give"classo.f.w.norele than 60 co,Yde,Arphltiact m.a wal stian th apt forldints less than.114 Inob 140 100 2. Motif*..that:ex cop W.4 S Aggregate for mortar ASTM C 144,oxce y. tenor wa re tac as�Junction boxes.and pr9joetin 41truclu I ftomis have installed.
<br /> A. Scrato�h f nish�appiy scratch finish to mono.fithlb:slab surfaces to reoolivetoncrete floor topping or mortar testing-if:adequate e%Wenca-(if satisfactory strength is.provided, -.M WALL$ 'no,,lead
<br /> percent passing the o,16 slae. 3.04 !LAYING .ASONRY �1:Do nolommencework until efective conditions,havebeen correated, , Shop primer for ferrous:metal manufacturers or f6brie.atoes;standard.,fast-curi -free.,universal
<br /> setting beds:for Via,portlandoement terrazzo,and other bonded p oli
<br /> a.pliedoemenfitiousfinishfilo no 1, White mortar aggregates:,nturalwhille aandor ground white stone.
<br /> modifted elk primer ellod for.good resistance to normal Atmospheric:corrosion,.to corripatibil y Wth
<br /> ihsudacelololerancesofft� U, When strength of fteld-cured Cylinders Islets than 85percentof companion laboratory-cured:cylinders, d for 3.02 INSTALLATION. oprovide a sound'foundation for field-applied topcoats 0
<br /> Is.(floor flatrios)and
<br /> A. La.y out walls:ln advance for accurate spacingof surface bond patterns With urifonrijointwidths an flnish paint systems indicated,and for capability
<br /> to 13(floor love!]ness)measured acoordin toAST� E ll�$,Slppe surfaces uniformly to drains where evaluate Cut t op onsAnci n 0
<br /> ran erptill procedures for proloeb cu n a n to P. Aggregate for grout-ASTM 40c
<br /> ..g.. gth :I -p ints,returns,andefisjols.Avoid the use f legs thon-half-
<br /> pe jo :despite prolorioed exposure 001mPlying With performance roquirorr*nts of.FS TkPmIS.45_ 0
<br /> required.After leveling,rophen Surface before Anal set With stiff brushes,tirboms.,orrakes. �concrete. size units�trt comols,jambs,and where pcissitzfe,at oth A. M
<br /> pistura-Borner, ttaliper.mlinUf dWm n
<br /> a.V. Strength I 1of Co. relawl 'Water cleAni and potable. B, Z.Inc Chromate primer.F$.TT�P-645-
<br /> B. 10 be considerect satisfactoryff Averages.of set I stall metal at over moisture barder psi mamif. . e
<br /> of three consecutive stran
<br /> th Lay up wallsto comply With:spec(flod.conokoellbrit0tarances,mith courses apouratelyspaced,and 051:4 La
<br /> d With resilient floorin9r,Carpet, a n. sinstr Coons
<br /> o- Coating test resultst equal or exceed spec!Re.d�c-O.mprOs.sive,$t.r.erigth And
<br /> -no individual strength test resuft falls: H! Compressive strength of mOdw and grout,.2500 pal minimum or as.indicated.on structuraldravvir!9s. ordiriatooll.with other coristruction. 2.05. FA8RICA7ION,GENERA.L
<br /> system. bolow s eciffed..(* Werlgth'hy moroffign:SDO PSI coat of mortar to metal toth aryd.a for 40.hour&,Ap 'f&G ENG%%t
<br /> Apply 4ow to dry ply
<br /> 2_04 REINFORCING STEEL(Refer to.StructurolOrrawings). C. Bond pattern for exposed masonry.lay.exposed.masonry in the following bond pattern,do notue units bonding:agent.to.back side of simulatedmasomy.per imanufacturer's Instructions. A. Form metal.fabrications from materials of size,thicknessi,and shapes Indicated but not less then that
<br /> C. Afterfloating,begin first trowel-finish.operation using a powerwoldven trowel-Begin Inal troweling whan W*, in
<br /> Test results will be.repo wrl 'reblite struld ral on Ine ri rogdytmix p wlth loss that Aornfrial 4-Inch horitontiol face dimensions at comors.orfarnbs� needed to earn y With performanoorecittilroments in Icated,Work loicilmensions indica or accepted cirl
<br /> rtoo tlngtp:A ,a 0 a
<br /> And Co ti.g or
<br /> 9
<br /> surface p Pi
<br /> mdoces ringing soum As upwal Ismo.vedover surfacia. within 24-hours after tests.Reports�cf comprssive strength tests shot[contain the roject[den ficalion. fb -h d, Ltsfng proven,details f fabrication apoisupport,Use.typef majorials indicated orpeafied
<br /> p A Gener.al:provide rein, reing steel complying with requirementsof reftrenced unit masonry standarciand 1, One .alf running bon with ve cal joint In a ch.courso centered on units in courses above a D. Instalf.sirnulatedmas ry
<br /> on per manurfaaurellsinstructlon in pattern Indleaded on Drawings.Joints to be Shop drawings,
<br /> 1, Consolidate.concrete surface.b name and number,date of concreto placement,nam-,of Concrete testing oarv...., this;arfido� ey final hand-troweling operation,free of trowel marks,unifoTM In ice a locl�
<br /> AV�to for varioug componerittsof each metal fabric
<br /> ,often.
<br /> 20 (floor location of concrete batch in struft.-iosign com(f) re.< prossivo,strength:at Concrete mix,proportions KENT, WA 98032
<br /> lovolne
<br /> measured-according to.ASTM,E 11 55.:GrInof smooth n and comprossivebreaking strength,And type of break for both 7-dayte'$ts and 2$-diay test% d to D. Lay coftealed,Masonry with oUnItsin awythe inru. in -6222
<br /> y surface defact�that Would B., Stool reinkird bat% eiriatarl,;g do AsAolipws-
<br /> I n.n b.cind
<br /> Sendand interlock each,course of each CLEAING 131i Form exp
<br /> line (425)251
<br /> I , end level with Accurate angles And surfaces and straight sharp edges.
<br /> 1relegraoWthrm9h applied floor c 'no With ASTM A 01 6�grade 160. wythe at comers..Doot use units With less than noryd 61 44nph horizontal face dimensions
<br /> qvArtri pyste
<br /> 1, 811let steel c.omplyi n
<br /> atzprnars.or (425)251-8782 FAX
<br /> X Nondestructive testing,impact hammor,sonosecipaj.or otherriondestructivo device may be pormittedbut iambs, A. Removeoxcess;mortar.and brush orsteell wool within I o 2 hours of installation,
<br /> Mears usjngia wire C, Shearand punch metals Cleanly and accurately-Remove barra,
<br /> D, Trowel andfrie broom finish�,where-cerami.o.or quarry lfis tobenstalle.d.With th.in-set mortar,.apply a shall.not:baused as the sole basis for AccapVtlee or rejectiin. C 0 efo.rmed rei nf.qrdn9 wl re;ASTIM A 490�
<br /> trowel 111.Ishas:speofflod,then imr Apo roo
<br /> nedlotely follow by shOtly$call W_Itb b on F_ Stoppingand r". urning Work;in each course,rake back 112 unit length for one-half running.bond.or 113- B, Do not use acid:Cleaners. D, 'Ease exposed edges t6a:radius:of approximately 1132 inch,unless othermse indicated.Form beriLmetal CIVIL ENGINEERING, LAND PLANNING,
<br /> ke,
<br /> Y. Addlitionalte A !a rigggencywiltma ddificriat,tests ofir
<br /> D� Plain.weldod Wre-labria.A.S.T.M A IS16. unit length for one-third running bopd�,don to th.,C] n a o surfaces ofset Masonry,wet clay 'thou
<br /> o- p.secl -OMOM!OsmAllest�rgd(Ltopo4*ibtewt tcausing:grairtsop, r otherwise Impaldogwork, SURVEYING, ENVIRONMENTAL SERVICES
<br /> E Nonslip broom finlsh�ap, Indicate specified concretestrengthsand o
<br /> p1y.anqqsjfp:br.0qmflrii oexteriorwx and ther.cbaratterisficshay.e:notbe.enattaine.dihthe.-structure,.as
<br /> sh . , ;rat masonry units.lightly(if required),,.and remove loos.e masonry,units andmorfar priortolayin.9 fresh 0. Leave:surfaces thoroughty:clean and�free of mortarir other sollf-no.
<br /> Isewhere as indicatted. direct d by -rr
<br /> a A Aidtact.Testin agency ma co I st rmin6 adocluaty-of conereleloy pored
<br /> 2.0.5. JOINTREINFORCEIVIENT
<br /> nduc te s todete Masonry.. F. Remove sharp or roughi Areas on exposed traffic surfaces, NO. DATE REVISION DESCRIPTION
<br /> 1. Immadiatelygifier flo b b Mi th lbe
<br /> atfinighitig,811ghtly roughOn Concrete surfacei y top�ing wi f r-briilt po rig. 2 rky Mer th .,s
<br /> mplyi withAISTIVIC-4 o ot me od asdireded, END OF:SECTION
<br /> is a
<br /> sly
<br /> broomperpenclicularto main trafficroute.Coordinate required1nalAnish With At&.tied before A. Gen of teforo.nced unit rn rvy standard.and. F. Bu I-in work.At Construction p r6grast ply With A
<br /> rig With re. 01/18/16 BUILDING PERMIT SUBMITTAL
<br /> A,build.In ins speclill d u a th �andother section of the
<br /> 6� W Id gorriets;and seams continobO to corn WS recomme
<br /> formed from the followingt :4peciftcabons.Fill in,solidly Mthna ry Aroud built-In Ito, 's, Vse�Materials and methods that minimi.ze dis.tartion -str
<br /> this arifide son volop
<br /> I Golvanizedlearbon stee , co quiredbi.y refetence-dunit Masonrystandard for ded ln%coresof holl Mason :1.units,,plocar,040ytr of,Metal 06500-METAL FABRICATIONS
<br /> i Wire -atin Where builtmin iternsare,to be embed ow ry of hose metals.
<br /> end de ength and Corrosion resistance
<br /> END OF SECTION
<br /> ��l I MlStELLANwus cONCRETIE-ITEMS h
<br /> joint below and.rod... rta
<br /> -2, Fillcoresl hollow.concrte masny units,With.grout 3 cdurses�(24 iricii6s):uiiderb,"dnq,.plates, PART 4-GENERAL 3. Remove welding fluxilintnadi0tely,.
<br /> r or grut into,core, ifusion without unde A
<br /> riput or oved p.
<br /> A. Filli.n imfillinhole.sand..o nin Jeft incencrote structures for passage of work by other trades,unless S.. Des r(plion'.welded-wit units prefabricated with deformed Continuous aide rods arid p
<br /> pe gs C Join crops reds Into, bojams, and otherwise Indil
<br /> cated 4� t Axposecleorinoctions,#nIsh.exposed welds and;surfaizes.srrooth And blened so"I no
<br /> otherwise shown or direW,aftiprWork of otherfradeals In place.Mix,place,and c4reconcrelle as 0420oi-UNIT MASONRY
<br /> straight lengths of notless than 104bet wilth prefabricated corner and tee.unita,and Complying with 1.01 UMMARY r.oughnessshows after finishinglAndcoatour of welded surface matches those adjacent.
<br /> -specified ito bland-within-place:construction.Provide,other miscellaneous concrete filling shown or requirements indicated below:: .3,05 ORTAR BEDDING AND JOINTING
<br /> required to corn fete work. GENERAL 1� Wirech m rfor side roca:�0,14.83ih h(9gauga),. A. This section Includesprovisions and procedurosgovernin th Ionlu no H. Form exposed corine
<br /> a. Ate a eat AN concealed fasteners-whatever
<br /> 2- Wire,thame Jorfor cross rod :0.1483 ind,(9 g uge). A. hollow Concrete maso u its os:fe
<br /> Lay ljowvj iond pot ibl exposd:fasteners:of t .indicated or�if not indicated,Phil lit oset-head
<br /> all Use, ype B. Equil undations etshoWn on 1.01 �Ski p
<br /> 1pment b0sesnd lbu de machine andequipment:bases And fd MMARY 3. For si 0 rwith rn provide type as follows with single-pair of side Tods., I- With full mortar Coverage on h I and vertical f
<br /> a.ce shells.
<br /> scram or bolils.Weate join wherelopst.conspicuou
<br /> Drawings,$0 anchoribcilts for Machines andequipment to template at cQuea elevatiorls,complying With a., Ladder design with perpendicular cross rods spaced not rnord than 10 Inches o.p. Bed:webs in m tal:fabricallbAblor he-W
<br /> orta
<br /> f in starting Course on footings and.in.all Qciur of pien�Columns.and pilasters, -ork iria(i
<br /> diagrarnsr templates of manufact 'o .1 de,but ore,not limited tpkitho following:
<br /> u.rer furnishing machinesan0quipment. A. This b� Trust design with continuous diagonal cross rods spaced not.more than 16 O.C. anowheredjacerotocell oreavitestobefifiledlthgouL 1. Rough hardware,
<br /> Provid
<br /> .e.for anchorage�pf lypje in (edled;coordinate with.supporfin .structure,Fabr.t lt:and.spape
<br /> Concrete.wnitmasonry,. 3, For stailing course on footingsimhere calls are not grouted,spread out full mortarbacit IncludingL 2. Loosebearingand leveling plates,
<br /> :3,12 COVCRETE�CURINGAND PROTECTION join reptunder calls.. & p lications where framing and so rts are not spadfled inthor.sections, anchoring,devices.torproviclo.adequate support for intended use.
<br /> p ppo
<br /> 1.02 lyYSTEM PERFORMANCE.REQUIREMENTS reinforcement-that may boAncorporated in the workinclude,butare notlimited o,the folloWing: 4. Miscellaneous sleet trim. J. Shop assembly-preasserribleitems in shop togreatestextent possible to minimize field splicing and
<br /> :A. General:.proteaIrestily placed concrete from premature,drying_and 0(cessive cold or hot temperatures.in I. AA Wiro Products Co. B. Cut joinis formasonry Wallslo bg Cenoealad or to big covered by4ther materials,unless othof"sa, SheftArld re n
<br /> 1160 9 01`1910$� assembly�Disassemble units:unly at necessary for t fppi Itations.QsOL connections that
<br /> :110t�dry,andViridy h ogandhandfin firn
<br /> weather protect central-.from.tapid rrfoistur%loss before and duringfinishilig A. Provide unit masonry that develops the following,Installed:compressive stfangths(fm): 2 Dur-o-wal,Inc. indicated. M nta mark un th
<br /> -pperait. S ef nstructions after flows.. at :structural value�iof]p1ned pieces.Clearly lts�for reassembly and.coordmated ins Ilafflon.
<br /> ion with an evappration-contro materia Apply according 0-man aur Forcor .rate unit Masonry:as fo pl.rn 1200 PSI.i IN,,Prpducts�,In 1,02 SYSTEM PEk5OR"-C.E R.EQUIREMENTS 9
<br /> VIA pi )c Heckman Build C
<br /> bullAciating,but before power flootling and trowelitig. &Barnard,Inc.,
<br /> 1.03, iSUBM.I.TTALS 6. Masonry Reinforcin Corp.of America- C. Mortarjoints:tocifed:oDneavaJoints. K. Cut,reinforce,drift and tap miscellaneous metalwork as indlicaled to receive finish hardware,screws,and
<br /> A. Design, the lab onstoWith not the follc5win�g strutturalioads 6 MI tar items.
<br /> B, 'Startinitial uring.as soon:asifroo waoer has disappeared from 6riciretesurface afterptacing and finishil no., 0., National Wire Products Iftojustries.. 3,06 HOR=NT. JOINT REINf QRCEIVFNT Without exeeedin 6 nv y d ncluding anchors and
<br /> 1 of a Weather permilloing,keep portfrt t
<br /> qool.oy pi -n A. GoftetaI4 submit the,following,.in accordance With Conditions.oftontract and Div! 'If boxposed to Weather in a manner to exclde water-or provide weep,holes Where
<br /> .ols for qtle t n 7 ays sion:I ecifiloation 7- Southern Construction Products,Inc.,
<br /> p Connections.A component of each metal
<br /> sectl rls� A, General;provide continuous horizon pi.t re riforcerrient a Indicate. Ins I I n, . I s cl, Ode rodslo fab.d.cation, "Jer may accurrmlate. SEAU
<br /> C. �Cudnq:mathods:cureporiarota by.curinolcom by m 9,b o turotr. lot no cover Coping, C �AL�
<br /> voun a III
<br /> 2.06 TIES AND:AN -HORS,GENER :mortar for their.entire length With a minim-urn.cover of 51a inch.on extefioride.ofwalls,1/2 nch elsewhere.
<br /> orby combining these Athodej A&specified below Product datA or each different masonry unit accessory,andthor maripteaprod pmdua Inollivat9cl, Lap reinforcing a minimum of 6:inthes; 2�061. ROUGH HARDWARE
<br /> Ii Curing Com n ee bs an s an ou including specified strength.requirements. CA
<br /> poond- I . .4:0n:e3derfor slabs.,walk d ift as A. General.provide ties:and ancihosspecifted In-subsequent arficlesAhat comply with requirements for metal. O'F follows- and size of,referancect Unit Masonrystandairdand citthl$orficte. B. Cut Or intarrup inillcated. 0
<br /> ljointrainforcernal Atcontro and ex st less�oth tI,g
<br /> part on joints.on aA Produ data for products;use I mi c Itat eops.Metal fabri 0 sl- -Udln point products and rout. A� :Furt),I$,h,bent.orDtbeM"custoMfabt.i ateolbolts,plate aftchors,ha er 00W.014, not
<br /> 0 other
<br /> 9 s no s
<br /> 0� Applyconn ompo for r0inforcil g febri
<br /> Und to c , te s a final this.Irig complete a And 1ron s pas,os required for framin
<br /> jobs soon a C j.hop.diawings. otetailin
<br /> h on,bendin a placement of unit m_.so r
<br /> �g nd n y r*jnf 6,Ml no he go 1 svpporting w9odwQrkndl.for?nchodnIg. DANIE�'BRIAN
<br /> n
<br /> to Miff'. h . Provi-e.continaily at co riterse 'ALWN 7
<br /> (within hours anclafter surface Water sheen h 01 appeare ).Ap uniformly in Confinuo, Comply orcin . byreforon t:,,,, ,
<br /> as..P us With.A01 3.15 detallsanid olet4linig of toncre _q s.owin barsch. uls aize sel irc,AS d c Masonry standard C. id mers.and wall.I dignstiyusecl7pr Cut
<br /> oris An8. $he w_P detailing fabridation and.e
<br /> p dra in omofpAch.metall falph n d t n orseicurin
<br /> qafiQ 1.in Ica ad.11 Crude 09 G
<br /> Plarls, wpoft.ol.rlk to concrete or othertructures.s 4oltsandothers ckrouqbha.rd railorm
<br /> operaficirib power sprayor rollorapepr spacing,oll rams of bent bars,and arrangement of Masonry rein rcement. for application indicated. ben rainforeemenj units as c0rec r
<br /> y ke by manuf.acturerfO continuity atraturris,oftsets,column fireproofing, plevations.section. a d 4 ails of ma iQyjs.and 1heirecin
<br /> n. ,at liabricall a
<br /> subjected toheavy rainfall within 3 hours afterinitial application-Maintain qorifinuily of ipe onclosuresi And other spacial Conditions. essury Items.Provi -f6tihstallaflon under othersections. 8865
<br /> do ad
<br /> Coating and repair damage during ouring period, P... SAmple 16. iniffalsieleal"purpoges of.th Ilcillowil C, Steel plates and.bars,ASTM A 36,shop painted:with 2 w do terriplates for a ch r1d:bolt%Aperxi
<br /> no ats of coal-tar epoxy�Vclyarr*do,paii t Corn
<br /> 1 , plying S. Febri te Items to.slAes,shapesi and Imarlsiong. required.Furnish malleable-Iron Washers forhealdsand
<br /> b. U minbrane.typecuri co to: c r, . . . 1 01. 1 .. ,- _ . I
<br /> ang Cos be 'ad With it igh 1. Unit masenry samples Int small-scale form showiN full.extent of colors..and textures available for P with$$PC Point-16 to comply with$SPC-PA1(-Paint-Application SpecificationNo.I")and�S$PC-SP6 3.07' MOVEMENT(CONTROL AND EXPANSION)JOINT$ C� Where Installed metal fabrications are indicated to comply with certain-design loacon.9s,Include structural nuts whichbearon wood structural connections,:a1sewhere,furnish steel washers,
<br /> each different exposed masonry tinitrequirocl, 0
<br /> materals.appled directly-to concrete. C'Commeroiai Blast Cleaning")for surface praparAllon, Computations,Material properties,and other information naoi�.Oed for structural analysis that,hps been REN. 8/31/17
<br /> 2, Moisture Cueing,one of thefollowing methods:
<br /> A. Generef:.install control and expansion.joints.In,unit m.asonry where indicated.Build in.relateditems As the signed and-sealed�by the qualifted.professional engineer whowastesponsible for-theirprparallon, 2.07 LOOSE BEARING AND LEVELING PLATES
<br /> a. Use.continuous water�g spray. E, M00171A coffilteates for the to] nufacturor arid Corittactorerfifying that each m teel p I aites�an d*:bo rs.A8TM A 8 f%hot�d to.:go Ivanized to cor np I-y With A-STM�A.f 23.6r,AST- WA. Class Mato, not form acontinuou span through movement joint pritess.provisions are made A P,
<br /> lowing signed b ma aterial. D� nry progresses 0
<br /> y 0
<br /> ,b. tovar concrete surface with spedfled absor live CC edve r, _p -p D. Sam les represen tive of materials and finis prod cs as may be.requested by Architect. Provide loose bearing and leveling plates for steel items bearin on masonry or concrete const clicip,
<br /> vorthoroughlysatura . rwIth*WAfe complies With requirements. B34 as Applicable to szeand form indicated.
<br /> to .ravent in jarre restraint of wall orppriltion-movement.
<br /> -and keep continuously wet.Place absorptive cover to rovicle coverage of concrete surfaces e a t P had u A. g ru
<br /> Eachififf6rent mentpir.-duc required for mortar And grout indudinginerno of mairrufa 0rand. ists,And of thi6kn s And 4 " Area.. rill ploW I rQCeiV4
<br /> madefla frea4romwaripsort required as, a
<br /> ea rig
<br /> .and ad as,Witha 4�too ips E.. Stainless te plates and bars:.AS.TM A 666,Type 304,.temper.as required to s pportloadsimposed Form control o ing that welders corn y with irequirements specifiedurider :Anchor bolts and for grouting,as
<br /> 9 p:, , r arit ohs rp#ve covers. type,.and well ht sl t time of delivery.;
<br /> hito cive. adjac, Q g et joints in concrete ma nr.y as follows, E. Welder cerfificates signed by'Coht maor corfity. PI requimcf.Galvanize after.fabrication.
<br /> 1 Molsture-retainin c.,ov.ercuringtro.ver,.con!3rete surfaces with moisture-refairii co e o Cori. without exceeding,allowable design:stresses. 1. Fit-bond.breaker strips into.hollow Contour in ends of blocic units-on one%.side of control joint.Fill,the "Quality Assuranoe"article,
<br /> no,,�v rf r, n 2, Ea,ch rriateral and grade Indicated for reinforcing.bars�.
<br /> concrete,placed in widest practicablewidth.With sides and ends.topped at least 3 inchesand sealeoll Each type aridsize of joint reinforcement, resultant core with grout and inale joints In ax,posed fop.", ZO$ LOOSE STEEL UNT��S
<br /> bywaterprooftapeoradfiesive, Mediatelyre r n r4oipsiing F. Wall,ties-rectangular or z-shaped fabricabed of':3/16"steel Wire.Length Wextand crosswythe towithin Quallficaflon data for firms and persons specifted in'Quality.Assurancearficle to.-demonstrate their
<br /> any holes.or tearsdurb. eviirL 4, Each type and size.of Anchors,fies,and meta)accessories.
<br /> 9.pe 2 Install preformed:contro.t.joint.gaskets designed to III:standard.sash block. F.
<br /> cover material and waterprooflape. 1,12"to 3f4"of face of masonry in which:lies are.placed. 3� Install.spedol for-contro(ffints,fri.stall bond b r sill s at .Int'goop heod of
<br /> reake capablIttesan.ex ence.friclude list�of completed projects ad resSes,names of A, Fa 6 to fooso s"Cliural steel fintelp from steel angles and shapas,of size.indicated for o 11"lls.and
<br /> P Jo d ca
<br /> F. Material test reports from a qualified Independenttesting laboratory.employ d not paid by:Contractor
<br /> ie a
<br /> M Chemlcafly�hardened exposed concrete slabs:-a y concrete hardener only to mofsture-cured concrete indicatin and intorpt relative,to of the,to owitig proposed ma so ty matorfas G, Available man rers., ubject1to complibrice-With:to ranufaeturersoft n p tiats, joints free and dear of mortar or rake jolft Architects and Owners,.and other infomiation.specified. recesses in.masonry walls:and:.parfibons at locafi indicated.
<br /> 131:4 9 ufacto that
<br /> slabs�Do not apply on uncured lihs,ocilproLd.concref000r over mornib o-pured slobt.After slobs are ia, with.requirements indicated::
<br /> ran may be Incorporated inthe.work includej.but.are not limited.to,the frillowinT. �3.09 FIELD QUALITY CONTROL
<br /> 1_04 QUALITY ASSURANCE S, Weld Adjoining members together to form a single unit where indicated.
<br /> rrilhimum of 10-days:old spray apply or pourbardener evenlyAo slabs With squeegee.Puddles of excess 1 Mottar complying with property requirempritsf ASTM C 270. 1 AAWITO Products Co.
<br /> hardener should,be mopped.up. 2� Groutmixesncluded s ptioncof type and prop
<br /> o i ortions:of.grout Ingrediants.See concrete 2- Durwo-waL Inc., A. Testingrequaricy:i1as%.And evaluationslisted in this artidemlif be performed during constructiomfor each A. Fabricator shall be.a frm a rienced in succes
<br /> xpe sfully producing metal fabrications sirnilar tolhat indicated C. Size]base:lintels,for equal bearing of one inch,perfoot.of dear span.but not less than 8 inches bearing at
<br /> specifications for,Masonry
<br /> '.grout, 31 Heelo.mrrRujilding Products,Inc, .50011 aq,,K of Wallarea o(po.ttion thorea, forthts projecI4 with�smfflci.ant production capacity tQproduce required units.without.4�0usirigAelay in the each side,of openings,unless otherwlea inditalled.
<br /> E, durin cute..lorined.do.ocirate surfaces,ineludiri :undersidenfbeams,sup.po 3� Masonry units.i 4- Hohmann Barnard,InIQ;, I work.
<br /> .9 rtedtabs, Mortar properfies.Will,be testiadper pro ty,5p.a..citcotii>not.A$T.MC270,
<br /> and other siml At surface by fri M par
<br /> Moist curing.w. ith formsin place. riha full Apo period or until form _5� Masonry Reinforcing Corp.of ,Oca.
<br /> Alto 21 Mortar composition and properties will beevaluated,Par ASTMC 780. Q. GWyanlza loose steel lintells locatedl rior Walls.
<br /> Ifforrris With requirements. pe
<br /> removed, are rernovect,don.finue Curing by methods specified above,as applicable., p pitted in raftraineacl: 6. National Wire Pro u Industries, compressivestre th.will be,sompled and teste fyerA 0 Iola, S, Qualify welding processes mo wolf(log Operators In appordance moth AWS 01,11. Welding 0.as tow no d STM
<br /> unit masonry.slandard. 7. Southern Construction Products,I= SloeV D1 3.�Structural Welding Code.-$beat Steel". 2.09. fASCELLANEOUS FRAMING AND,SUPPORTS: DEVELOPMENT INFORMATION:
<br /> F. Curing:unformed,surfaces:eure urtformed surfacos,InclodIng slabs,floorlopping,and otherflati surfaces,, B, valuationof requirements,
<br /> by applying the appropriate curing method. H. Hot-weather construction procedures evidencing corn lance With requirements specified.in reforencedurfit. 21017 POST-INSTALLED ANCHORS
<br /> PI masonry willbe considered satisfactory If results from construction quality control tests com with C., Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved A. Provide-steel framing and supports for applicationsindleated or whichare not a part of structural steel
<br /> ply ARCO NT�
<br /> I Final cure concrdte.surfaces.to:receiive.fir.#sh floorin wi h%a moisture-rptaining Cover,unless masonry:stapdard. Mitilmutrt requiremi fnrfigated�:
<br /> a Illipert nde
<br /> "Ov riont,has U rgone framework,as MqVired to coMploWwork.
<br /> otherwise directed, A, Anchors as closcribeci:below,With capability�o sustain,Without failure,load imppsedwithin,factors of s
<br /> afety
<br /> L Qualiflicati n daia for firms and persontsp%, ifled lWoloality assor 3000 am/pm
<br /> 10 ahco�Article to 40monstrata,their indi tet per 3.09. REPAIRIN .P toot in the State ofCaNdmila and B. Fabric% iu torece'
<br /> cated,as dotermined by. . no A$TM E 0$.conducto.d.by A qualified indepandenttesting .0 OINTtNG,ANQCLEAN D. Enolhoorrigsholl be provid
<br /> REMOVING.FORMS capabilities and experience.Include listof pomple.ted projectsw projectnon4,,aciciress 461 p sep.e I ad lveadjacent other construction
<br /> ith hone labollatoly. xperienced in pTovidjnq enginaerino.services of the joind have resulted in'tho successf.u.1 retarieci by framing arid,suppoAs,Fabrigate from structural:steel shapes,plateoorld steel bam ofwelded FUEL CANOPY
<br /> numbers-namesof Architiacts7and Owners.,and:other Information specified,K Results from.testsand 1. Type;expansion anchors Oleeve anctims) A, :Remove and replace,masonry units�.thatore loose,chipped,broken,.stained,or otherm
<br /> so.clarnaged or if installationof metal fatir"ca lont similar in malerll,:desi ri,.:andextent to thatIndicated for this project g;onstruchen using miteredjOints4orlieldl connecton,Cvtj '11,and tap:uflato..reqeiva,hardw,
<br /> are,,hangers,
<br /> A. General:.formworknot:supporting weight ofc.oncreita.,such tides of-beams,walls,-oolumins,and similar inspectlo performed by Owner's repr §en%0ves w n
<br /> a5 1fit lye reported prompoy And in*#note Arobiteodt.and Z Corrosion proteol(on:Carbons -plated to comply with ASTIVI 0.6-3 P(gss units ciptiol,match adjoin! g units,Install tiaw 6 MPD's
<br /> met convortants Ino unitilo ma
<br /> Ich adjoining.:unifs andin fresh mortar or grout, and similar items,,
<br /> :Part-$of the Work,rliay�be removed aftereumulatively curingat,not Deg F(10 _9C)for.24 Contractor. on. Use stainless steel anchors,for ex.terfor o
<br /> FEIZN 5 for class SC 1 service concolt pointed to eliminate,am f replacement, 1.05 PROJECT CONDITIONS
<br /> hour.S-after pJacing conorete,:provided concrete is sufficiently hard tonot bedamaged by form-removel installations, 0, 'Equip w4wflh:irito aided anchors forcasting into Con rolgor building intomo ry.Furril
<br /> operatimand proMded curing and protectiorloperations are maintained 1.04 :QUALITY ASSURANCE 3. Forastin-place and post-installed.anchors in concrete.,capability to.sustain,Without failure, toad B. Pointing:duringthe toolin .of 1pints,enlarge any volds or holes,exce weep holes,and completely Oil with A. Field measurements.check.actual locations ofwalls andothereonstruction to which m etalfabricatio ns. inserts if units must be.installed after concrete is placod.�
<br /> 9 Pt
<br /> ecipat to:4 times..loads imposed b Masonry, ortar.Point-upoll joints lnduding.Cornors�op tn 1, Bocoptas otherwise indi Pace
<br /> an gs,oridaid).acent con ion to pro !do a ileat, niform must III,by accuralo fold measurements befoire fabrication,show recorded measure 04 final thop, gnph -hes.0,.C.and Provide mitilimurn anchor units In,
<br /> :8. Forinwork supporfing:weight:0 who h, suffits s g1ructi, cirs 24,1 nr
<br /> ref be joists) ta�,5,gnd:pthorstrocturaidi6meritt A. Unit masonry standard:.comply.with ACI 530.1/AS.CE:6'"S.pedficafiens:for Masonry Structures,"except as appearance,prepared for appleation.of sealants,
<br /> -.am. progress tovoid delayf woric the form of steel straps 1-1/4 inches wide x 114 incKxg-inches long. SITE ADDRESS:
<br /> drawings.Coordinate fabrication scbedule:with construction
<br /> may not be removed in les, thanl4d srurifflocin . to hastidined at least 75 parceint.0fdosign otherwise Ind mted., 2.Oa MASONRY CL ERS,
<br /> ay -M.. ... EAN 11� Where field measurements cann b
<br /> at,6 made Without delayinla thow guarantee dimensions And
<br /> ffilhirriuM cornpresgive strengthat2ll days-Deto-rininepo ntialcomoressivesren f in-pladecincrete I Revise,ACI 530.11ASCE.6 to:exclude sections:and Articles 15.1,2,15.1.3,.and to modify arficI6
<br /> _gthp: C Final cleahlng�after mortar Is thoroughly set and Cured,dean exposed masonr.y as follows.
<br /> by*Ang laid ou spec bere. n proceed with fabrication of products Without field measurements.Coordinate construction to ensure D. Galvanize miscellaneous framing and supports4n exterior lotato ns.
<br /> red , 4men s re resen 11ve of concrete location r M am clipirem
<br /> P 2,1-1.4 by clololi.,q re ontfor concluitsbUilt intomOSonry A. Job-hiixed detergent solubow solution of,.trisodium phosphate(1/27WO dry measure)an h 6
<br /> 0.laundry RemoVe Jorge mortar particles by -and with wood n paddles andbonmotallic scrape hoes or that actual o ening dimensions Correspo
<br /> diatargent.(I/2-cup city measure)dissolved in one gallon of wter� chisels. nd to guaranteeddimensicifis.Allowfor ttliffiniing and fiffing, @ HIGHWAY 120
<br /> 2,110 MI$CEj_LANEOU$�STEEL TRIM
<br /> orwacing material may.be removed 4 cloys.after placern B, ln$P to q 11"r am loyMent Inpetfortningi tdttt And inspection speOlfled
<br /> on!only.ff shores and other vorlicalsupports ehs, tia, 21 Test.cleariling methods on ample,will panel�leave,1/2 panel un�ct nedforoomp T2 ESCALON,CA
<br /> arlson purposes. PAR -PRODUCTS
<br /> have:been arranged to.permit,rem oval o.f.ibrm�facing.maten'al:,zdtbout�toosming..o.r distorbingshores,and, a n
<br /> depmdontlesti 9,fabprafory must demonstrate to Archi basedon S.� Job�, xed:muriatlasolution:solution of I Partmurialic acid And 10 parts clea �Water,m ap 'se to d unitsfro
<br /> to 4.1 Obtain Archi cts approval of sarn a cleaning before proceeding With Cie
<br /> to aning of asonry. A, Prcivicash esanO:s�izef.sindic.ate�dti)rpMfileqsbown.0 lessethorim tnoficate b cale m
<br /> n,
<br /> evaluation of labolatory-submittecl-criterls coforming to ASTIVI C 100q,1hat it has,the experience.and nonorretallfteontainer With acid added to wafer�
<br /> , 'protect Adjacent.storia and nQn-masonry surfaces from conlea2with cleaner by covering them with 2.0.1 FERROUS ETALS structural steelshapes,plates.i.and steelbars,with cononuouslyweldedjoints and smoothexpos6d.edgtes.
<br /> capability-to torld th t n Iticoloatecl.WitKoutdolaylin istripp king
<br /> lt the progress of the work. Ablemp lyeth*n seconc atedflolds !ices -Possible P ut r
<br /> agent,P0 A lm,or waterproofmas to a. a
<br /> �P oVido Cuto fittings,And anchrages As required 10
<br /> :314 CON RETE.$u.RFACE.REPAIR$ Q. Proprietary acidic cleaner:manufacturers standard-strength�general-purpose cleaner designed for 4. FACWTY # TBD
<br /> 1.05t PROJECT CONDITIONS Watwall surfacesuft waterprior to application of cleanarw,remove.cleaners promptly by tinsing, A. Metal surfaces,.generat:for metal fabrications exposed to view upon Completion ofthe.week,provide -coordination of assembly and installation vvithother work.
<br /> removing mortarfgrQUI:stains,efflorescence,And other now constructionstains,frorn hew masonry surtacas thoroUghly Willi.dear water.. materials selected for their sLirface:fiatvtess,,tmofhno.si�,.and froodorn from surfao&blemishes.Do not use
<br /> A. O.potohdefectiVL-�ir6as:.withi;omei)trfi rtorimroadiatelya of type.Indicated.b low with cliscoliorin%or dam 5.- Clean brick.by mqA.nspf bucket ariO -deaning method describe in RIA'tech 'pq pricl.supportslini, DESIGNED BY- ALLIANCE Z&DM:
<br /> #er removing aging masory surfaces;axp slyapprqved for the following.locatiptit:
<br /> a .out T $ brus�h hand ical note. rials whose exposed surfaces exhibit pitting,team ruarks.roller marks.rolled"clenarnes, S� Gadvanize,miscellaneous frard
<br /> forms wbenaccaptablis to Architect. X Prat.octiklnofmasonry�ourin oroctioni.po 't d fissWith Waterproof shoetin fritandod Also by.manufacturer Of mas nil boin IeAro raw using the fpjjQ g masonr o4eanor �rouqftnest,and-fbr,steel sheet,v4datidris,in permitted by referencostandards 1`� Exterl r I W
<br /> wer to An
<br /> ops of s,.pr Je ons,
<br /> pray U gq send Of wh:dayls work..Cow. r partiallyleorripleted masonry when.construction is not in pro ress, CHECKED BY: BP REPM:
<br /> 9 1. For masonry not subject to mefallf.0 oxidation stains,use.fOrmplatim consisting of a concentrated a.Job-mixecil detergentslption. :for strotcher-leveled.sheet. :2 Interior loeationf�.where indicated.
<br /> B. Mix dry�pack mortar,cormisfing of one part ortland ceMentto 2A�2 parts floe ag9m9te passinga no.16: 1., Extendcaveria minimumpf 24 inches:downiboth sidesand hold.cover securely in p ,a, -actin, rnif
<br /> p lac blendof surface q acids,chelaorig�and wetting agents� xeciacloffesolutio,
<br /> mosh.sleve,using: niy4anough water as required-for handlinq and placing, 2. Where one With of in n. DRAM BY- ALLIANCE PM:
<br /> ulti-Whe tna.sonr Wa,0sis,-completed in advance of other wyllrips,socuira 2� Fordarkcolorad masonry not.subject.to metallic oxidation:stains,tjse:formul;ati.on,torv.ss.ti'.nq ofa D, rQprietar addic cleaner,appilyip pomplija go wi%directions of acldia: er, f ASTNI A 3
<br /> y I
<br /> n nu a
<br /> olean ma sau 8, Ste I plates,shapes,and bars., 2,11 FINISH.E
<br /> 1, Cut out hiciroycombs. ock Id as down f rock �0%,vo s o". .r.11/41rich lnony:ftamfori,and holes lftbytle rods cover a minimum,.of 24 Inch ace.next to. nconstructed wythe and hold cover Irrplacs,
<br /> liquid blend of.surface acting.acids and:special finhibitors�
<br /> and botts,down to solid concrete but in no case to adepth-less than linch.Make edgs of cuts For ma so.,r.y VERSION: ROJECT NO.
<br /> d, Ono, rin tonsistingufaliuidbIend E. Clean crlaote masonry by Means Of Cleaning mothod Indicated InNCIVIA T.15K 46 aPpIlicable to tY I 0-p-poluett anufacturin m t and,as follows: ik Com y with NAAMM'.metal finis as manual for recommiandatlons relative toap n on
<br /> ofpo of C Stee tubir r
<br /> pe(m, 9, e-hod) p1leation:and desig a a
<br /> nd bru B. �Stadn prevention:prevent grout,mortar,and soil fromrstainingthe face of masonry to be.leftxpoed�or 17223
<br /> organicand inorgante.adds.and.,�p.ecigtinbibitors. stain present on exposed surfaces. I Cold-formed steet tubing:ASTM A 500.,grade as lndicated below. of finishes.
<br /> Area to be patched with bonding agent.Place patching mortar before bonding agentlias taci. R
<br /> Arled. pain a :iMmadiataly.ohy.gr In Conta
<br /> out ffiortaJr,and toll that Como- CtWthsuohMogo subjec Incitcateid or rool4irodlor dos
<br /> nry 4t Available products.. t to With,requirements.,9.produCt tha y 4 .. ,
<br /> 1 Ma he 00 to plean 4. Grad A,unlossotho
<br /> jot)wadlrlil�
<br /> Forou.1,10c"exposedo,VieWblend white Portland vehient andsond rd portla O.Wmonf o,when 1 P abase of walls from ratin-splashod mud and mortar splatter by,mpans of overings spr 0 an unitm. asonr followi
<br /> n role Yaurfaces includes, not limited to thg� F. Protection:provide final protection and maintain condifion .:I ri�a manner ac eptable to insta]a the an ure DRAWNG TITLE:
<br /> no: S C
<br /> dry.,patching mortar witi match surrounding..color.ProAde,lestaras:dt inconspicuouslocations to ground Andover wall urface.. r,� t B. Finish Metal fabricationsafter Assembly.
<br /> a. 'Sure.Kloon No.1�00 Detergent,"Prosoca,tric unit ma nr.y is Without do D� Uneciated structural steel shoat prbdpctt anufaaaring Moth, It cifia
<br /> mage and deterioration at time of substaftbaLl complefio
<br /> ype(M 00
<br /> �qua t
<br /> y,'A'nvetify mixture and color match before proceedi, 2. Proectsills,led esand:projectionsfrorn mortardrappings. "Sure KJ a No 10.1 Lime Solvent,'Pres -:A WX
<br /> at mortar in pl164 And stfik ea
<br /> patching.Compe .9 are.,Inc.
<br /> I- Cold-rolledstrulaural steel sheet .STM A 611:,grade as 2A2 STEEL AND IRON FINISHES
<br /> off slighfly:higher than surrounding surface. 3. Prolectsurfacas:of window and of or frames, As well as.similar productar W ARCHITECTURAL
<br /> .4hpaint andiritegrali C. �"$ure.Klean Vana Trol,�Pros000,,.Inc. END OF SECTION Iciaifirto
<br /> 0, ado A,:unleas 9-therwise.indicated or required by e n
<br /> Ontshes,from,mortar dropping$.
<br /> A� QaIvAnWn9:a ply.zi C.Oalqgoyt�ebot-dip:proco�.0n.V ee.w.j
<br /> . ljoin the follow
<br /> 0 :R tic (11 -,pg require,Mnts:
<br /> surfaces.-test such as for Smoothness,anciverify 2.09 MORTAR AND GROUT MIXES E. Galvanized.steel sheet qualitys follows.,,
<br /> 1�, ASTM A 153:for galvanizing iron andstee.l.hardware. SPECOCATIO"INS
<br /> -surface.-tolerance.s.sp.ecifi.edforeach.surface nd finish,Correct low and tuh arm As specifie .7est aton."caim w -t masonry starkiclard for corlstru -on. 7 Q�SIIVIULATEOMASONR_ rall So _0_09--arw
<br /> 'ply referancod on.! 0" 1 Structu quaility,ASTIVI A 446;GradeA,unless an.0ther grade required for de I n I adl -fabricated Ircin andatleal products mad6of
<br /> ASTIVI A 1:23:tor golvanigirig,bo.th 1�bricateo anduft
<br /> unfoMied surfaces sto drai0or trueness of a )smoothness by:usl te h and thefollowing.: Including coloring piments,airmentrainingagents,acoeleratcirs.,-retarders,
<br /> gA late having t A. General,.da not add.adm.
<br /> 'a G9.0,coagniq designation unfessotherwise.indicated. uncoated rolladi pressed,and.forged shapes,plates,bars.and strip.0-0299 inch thick andheavier.
<br /> .required slope. t Go not lay masonry unfts that frozen, Water re ellant agenit,antifteezecom urids,or other Admixtures,uness.p#ierwise,ind t PART I GEN P-RAL 9. Com -MA5.26,090 coating designation,unless otherwise indicated.
<br /> p P top ad. mercial.qqafl
<br /> lty�AST SHEET NO:
<br /> Re r flnishe U formed smilaoes containing dafeets,that affect the Co cretss do bl �Ati act Remove masonry damaged b freezing conditions. 1. Do not us .calclurn Chloride in mortarorgrout
<br /> I Poll ..�0.n . M ty rf :2 y B. Preparation for shop,priming.:-prepare uncoated ferrous metal surfaces to comply With Minimum
<br /> defacts inclodt 0)(Poss -h wide the:penetrate,to the
<br /> ue Crazing and Crapk4in r...t -a
<br /> IPTION F� Brackets,flanoosancl. ors�..cast or formed met4lf the. ame type:'matonal And fn sh IAO
<br /> s sopportod .fW.ad below %PC surfoCe preparation tPecifleatliOn$and vniVironriletital 6xp.0,stir(i:
<br /> .Ttihforcement.Qrtd.mpl,�telythro hnonfetnibroedsecrions;regard[etsof%(idth,i�p.a Di. 'Hot-wepthereQnstrucrion.-oomplyvAthref4prencedktn,tma,:Kmry4tand.wo, B_ M m�unit m p.mr Type$,.ccirriplying With ASTU G 270,proportion specification, ralls,mrilpse otherwise Indicated. an ristwe
<br /> ing, opooft Iricondit! $.pf I I, d.rnet.alla4rlcooqs��
<br /> tioneypombs,rock pcickets,and.ottiprpApetiprlable coindilloils.
<br /> A. Sectioninpludes matrfatsarict proceduresfor installation.of.ligh ght manufactured simulated stafte-anol, lx Exten (SSPQ Zone�IB);$$PC�S)26�Corrirn IN
<br /> ors orcial astCleanino-�
<br /> 2. orrect high areas onformeds rta0a.by�gNriditlgafter.rori&e.te:has,oure.d.atleattl4daky��, PART 2 PRODUCTS Mortarforprill:masonry.,complywith:ASTM C 270 property specification forjob.-mixect rrtqrtar andASTM( mAsonry veneers,which are,adhered to the exterior ofthest reAndserveasthoexted fish G� Concrete Inserts,threaded or we a type,golvan of ferrouseas.Ings either malleable tron ASTM A 47, Z Intericim(SSPC Zeno IA-).$$PC-SP3"P
<br /> in ructu I ... d '01 t I r
<br /> owe Too!Claanl%
<br /> Correctlowgraos. wun�i . formed surfaces du n orimmedlatiely after comploong surfacefini .91 G V 1:42 for ready�mlxed.mortarof types.Indicated below:
<br /> oricast steel,ASTM A 27.Pr.o.vide.bolts,:W.asher.s,.and:st)ims as required,,hot-dip.galvanized perASTM A
<br /> operations by cutting out low areas and re lacing With patchinroortar.Finish repaired areas to 2,04 ATERIALS,qENE AL Lijbitoomentitious.materials.in M r to�poroand coment�-Iimo, 1.02 SUBMITTALS
<br /> p R orta CL A.pp)y:shoppp'tm.rt.ot).nc*.O�dsur,face$6f,metelfa�Ocabons,.Oxce those with.galvanized fin! hortpbe
<br /> pt
<br /> blend into Proprietary underlaymont corr�poulrlds may beeipsed when acce table 2. Foralt maso.nry.untess:otherwise Indicated:
<br /> embecidedin concrefe,sprayed-on 111reprooling,or masonry.,unless oth envise Incricatect,Comply JIM:
<br /> lo Architect., A, Suibmit the following in ccordance,with Section.0130.0. requirements of SSPCwPAI 1"Paint.Appilicallon Specification No.lfor shop p4nong.
<br /> A7m2
<br />
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