HomeMy WebLinkAbout7. SPECIFICATIONS S601RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and foal Codes
Ciityyyd Carried
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DATE: \ 09/06/19
SECTION M3000-CAST4N-PLACE CONCRETE
11 SUMMARY
A. Section induces caaHrplaes Cnaele for budding, including formwork , reinforcement, Cnnete matenala, mixture
M ign, placement Poandures, ant finishes.
B. Related Requirements:
1, Section 312000'Earth Momm"Wrtlrzinage fill umerslabsarryrztle.
1.2 ACTION SUBMITTALS
A. Product One: Far each "a product
B. Design Mixtures: For each concete mixture.
C. Steel Reinforcement Shop Drawinme Placing Drawings that detel fabricafie, bending, ant placement
D. Construction Joint Layout: Indicate proposed construction joints required to construct Ma structure. Location of
coratrumann joins a subject to approval ofMe Aminted
1.3 INFORMATIONAL SUBMITTALS
A. Material ceNficates,
B. Material test Morris
C. Her wrtaca flaNass and levelness measvemaMS indicating mnpliance AM spaafied tolerances.
14 OVAU71'ASSURANCE
A. Manufacturer Qualdcandi A Am experienced in m enummunng ready -mixed concrete produces and that Cmplles
with ASTM C SAC 94M requirements for production halides am equipment.
1. Manufaaurercero(ed according to NRMi'Gaff lion of Ready Mixed Concreme Production Powel s."
B. Testing Agency Oualificalions: An independent agency, qualified according to ASTM C 1077 and ASTM E 329 for
testing indicate].
C. Precesbucfie Testing Service: Engage a qualifietl testing agency to perform preceslnxlie testing on ceaete
mixtures.
1.5 FIELD CONDITIONS
A. Cdd,Weaflor Pecement ComplywiMAC130 A
1. Do net use ealaum Chloride, wet arother matedale mNalNy summers agents «Chemical aaek2l«sunless
memories apeafied and approved in mixture de ogres.
B. Hot Weather Placement: Caney with ACI 301(ACI 301M),
1.6 CONCRETE, GENERAL
A. ACI Publications: canpywiM the knowing unless modifietl by requirements in Me contract Documents:
1. AC1301(AC1301M).
2, AC11P(AC11PM),
1.7 FORM -FACING MATERIALS
A. $mwthFmnetl Finished concede: FmMacing parels that provide confinuws, We, ant smooth mcrete sui
Formal in argent yadifialsm azearo minimize number ofjoints.
B. R9rgFFormed Finished Concrete: Plywood, lumber, meta, or another approved material. Provide lumber tlrevead on
at bast two edges and ca side for fight fit
18 STEELREINFORCEMENT
A. Reinforcing Sam ASTM A61WA 615M, Grade 60 (Grade 420), defamed.
B. Bar Suppers. Boaters, Chairs, spacers, ant other devices for spading, wlperling, ant foaming reinfeming bare ant
weded-wire minforcerm nt in place. Manufacture bar supports from steel wire, pastic, «precast concede accepting
to CHAIN of Standard Factor"
1.9 CONCRETE MATERIALS
A. Cementiticus Materials
1. Fomand Cement: ASTM C 15WC 150M, Type I/11, grey.
2. FIy ACr A5TMC61&CaSSForc.
B. PMnal-Weight Aggregates: ASTM C 3TC 33M, grated.
1. Maximum Coarse Aggregate She: 1 inch (25 mm) nTninal.
2. Fim AggrWate:Freedmateredwilhdelsteriauarwdv"alkaliincement
C. Air -Entraining Admixture: ASTM C 260/C 260M.
D. Chemical Admixtures: Ceffied by manufacturer to be compsible AM oflrer admidurea and Met do net contribute
wader -Soluble Chloride lea exceeding these permitted In Yantlened Cocede. De net use naldum Chbdde or
sunaxtures Containing calaum chlonce.
1. Water -Reducing Admixture:ASTMC494/C494M,Type A.
2, Retarding Admixture: ASTM C 494A 491 Type B.
3. Water-ReducingaMRetHing Admixture:ASTMC494/C494M,Tme D.
4. PbstkWi and Retaining Admixture: ASTM C 1017IC 1017M, Type II.
E. Water. ASTM C 94/C 941A and potable.
1,10 WATERSTOPS
A. Flexible PVC Waemcops: CE CRD-C 572, for embedding in concrete to prevent passage of flues through jams.
Factoryfabricate connote, intersections, and directional changes.
1. Pmduda: Subject to mnpliance AM requiremeMa, available produce that may the Incorporated into Me Work
include, but are not limited to Me Micaving;
a. Sika Gmemteak; Sika Greanatreak PVC Wsembp.
2, Profile: Ribbed with Center bulb.
3. Dimereiea: 01CMs by 3/81CM1 MIM (150 mm by 10 mm MIM); n xampered
B. See -Expanding Butyl Strip Waterstaps Manufactured rectarefular or trapezoidal some butyl rubber with sndiurm
benteHe or other hydromllc polymers, for adhesive meeting to concrete, 314 by 1 Inch (19 by 25 MCA.
1, Products: Subjectto compliance wind requirements, available pmduas Mon may be inpappmed intolh Want
Include, and are net limited to Me fdldnng:
a. CE7COaMimra67eChnagiescompany;Waemtop-RX-101.
1,11 VAPOR RETARDERS
A. Sham Vapor Retainer ASTM E 174S, Class A Incude menasurers recommended adheave or pressure-seniive
Up.
1. Manufacturers: Subject to compliaee AM requirements available manactrers daring preducls to may, be
inn MediMo Me WokInaude,bWareetIimibdtotedfdimiy:
a. Stego Industries, LLQ Steno Wrap 10 mil Cass A
1.12 CURING MATERIALS
A Evapormart RdaNer. Watebame monamoewlarfilm W®ring, manufactured fwapplicalion bfesh comae.
1. Manufacturers: SubjectRe compliance AM requirements, available manacturena offering pmduda that may be
ie« edinto Me Workindude,butarerotlimibd Wthefdlo N:
a. Dayte Scperbr AmmRlm CN W wW to Pe,.
B. Absuedive Cover. AASHTO M 182, Cass 2, burlap cloth made from she or kenuf weighing approximately 9 oz fol
yd. (305 g". m)when dry.
C. Masture-Retaining Cover. ASTM C 171, polyethylene film or Mae burap-eWethylere sheet.
D. Water. Potable.
E. Clear, WaeNama Membrano-Feming Coring Command ASTM C 30% Type 1, Criss B, 18 b 25 percent SaitlS
enaisapai�, certified by oars Canpehnd manufacturer W not interfere wfh bonding ofno«owen�.
1. Manufacturers: Srbjed b compliance AM requirements, available manufacturers daring products tM1a may, be
iepmoraedimoMewolfindude,butaremtlimitdfothefdla N:
Dayte Superor Cure & Seal 1315 JM WB.
F. Clear, Waterearl Membrane -Forming Cuing and Sealing C«npdund: ASTM C 1315, Type 1, Class A.
1, Francis: Subject b mnpliame want requirements, available products thet may, W incorporated into Me Work
include btu are net limited to Me Micaung:
a. Dayte SwerkUCure&Sea11315EF.
1.13 RELATED MATERIALS
A. Expanaoo- and lsoafionJdM-Filler Stops: ASTM D 1751, asphe8-saturated ce11uosicfiber.
B. Bending Agent: ASTM C 1059/C 1059M, Type 11, CnrediwpamJble, ai emulsion «Stymres ba diem.
1,14 REPAIR MATERIALS
A. Repair Undedayment Cement -leased, pdymermWifed, saHeveling product Met can be apppred in thicknesses from
118 inch (3 2 mm ant that sun W feathered of edges to match adjacent fica elevations.
1. Cement Bander ASTM C 150IC 150M, pafland Cement or hydrauf or blendal hydrauf Cement as defined in
ASTM C 219.
2. Primer Product of underbyment manufacturer recommended for substrate, conditions and application.
3. Aggregate: Welli, washed gavel, 118 to 114 inch (3,2 to 6 mm) or Coarse Sant as recommended by
mdeflayment manufacturer.
4. Compressive Strermthr Not less Man 4100 psi (29 MPa) at 28 days when tested vacation to
ASTM C 103/C 109M.
B. Repair OverWerval C rft nt-p we, polymerfmcified, self-eveNg pmtlua that can be applied in Mkkresses Man
114 inch MA mm) and that tan be filed in meta scarified surtax to match adjacent floor elevators.
1. Cement Binder ASTM C 150/C 150M, pereand cement or hytlrauf or blamed hytlrauf cement as defiretl in
ASTM C 219.
2. Primer Postal of topping manufacturer recommended for wtmode, conditions, am applicabn
3. Aggregate: Well-greded, washed gravel, 1/8 to 1/4 inch Q.2 to 6 mm) or earme sand as recommended by
topping mandacNer.
4. Compressive Strength: Not less Man 5000 pa (34.5 MPa) at 28 days when tested accenting to
ASTM C 10M 1091
1.15 CONCRETE MIXTURES, GENERAL
A. Prepare design mixtures for each type and strength of Concrete, proportioned on Me basis of laboratory trial Mature
or head test data, «MM, a«atling to ACI 301 (ACI 331M).
B. CementiMus Maerals Lime percentage, by It t of cemani Materialsdher Man pomam cement in Concrete
extensive
1, Fy Acol5pereeM.
a. Doi et use M aar in hatwwk.
C. Linitwaer3lWie,chWdeA wnteMmbaWemdc mWW0.15pencentbyweightofcement
D. Atmixturea: Use Mm ems according W manadumes en insrectidas.
1. Use waterreduang or paslazig ConixWm in concrete, as required, Wrpacement and woAaMlity.
2. Vas wateveducing and retaining admixture when required by high tempemures low humidity, or other
adverse placement ceetities
3. UwwaterredudMadmiMweinpummdcomcrdeand Concetew Maw/cmMbebw050.
1.16 CONCRETE MIXTURES FOR BUILDING ELEMENTS
A. Fadargs Namod[veght Concrete,
1. Minimum Compressive Strayed: 3000 on(z9] MPa) at 28 days
2. Maximun WIC Ratio : 56,
3. Slump UmR 4inches (100 mm), plus or More l inch(25 fom).
B. Foundation Walls, Plane am Elements Extgsetl to Pending & Thavi NenaH eight mcede.
1. Minimum Compressive Strai AM bet(27.6 MPa) at 28 days
2. Maximurn WIC Rap: 045,
3. Sump Urni 4inches (100 mm6 pipe or mires l inch(25 mm).
4. At Content: 6 percent, pipe or narrow 1.5 percent at pant of delivery far ,inch (25mm) nerunal maumum
aggregate sure.
C. Interior SabsanGra]e am FAA for Metal Dean: N«male eght Concrete.
1, Minimum Compressive SirergM: 4000 psi(27S MPa) at 28 days.
2. Maximum WIC Rath: 0.45.
3, Minimum Cementimious Materials Content: 5641b/w. yAL
4. Slump Umit 4 in Mae(IM mm6 plus or minus l inch(25 mm).
5. Air Cori De net allow air cement of troweMnishetl bare to exceed 3 percent.
1,17 FABRICATING REINFORCEMENT
A. Fabricate steel reinforcement aeording to CRSJs"Manual a5tandaN Practice,'
1.18 CONCRETE MIXING
A. Ready4dixed cease: Measure, batch, nix ant deliverwncrete according to ASTM C SAC SAM, and fimisM1 batch
ticket information.
1. When air tempembe Is between 85 ant 93 deg F (30 ant 32 deg C), reduce MAN ant delivery time horn
1-112 hours W 75 mines; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time
to 60 mini
1.19 FORMWORKINSTALLATION
A. Design, erect, SM1M, bone, and maintain fom overi accomirg to ACI 301 (ACI 301 M), to support "deal, lateral,
st iic, and dynamic ICeds and construction loads that night W appose, one structure can support spot buds.
B. Construct f«mMr< C vsaete members and Structures are of size, shape, alignment elevation, and pestle
indicated, wfftln tolerance limits of ACI 117 (ACI 117M).
C. Limit Concede surface irregularifies, designated by ACI 347 as stood « g2]wL As follows:
1. Class A i1 inch
gch (3.2 omfor r ugh4a famed finished surfaces.
z. class D,lieh(z5 mmlr«regh-named nn6hed surfaces
D. Chamerexteriorcomers and edges of permanently exposed connate.
1.20 EMBEDDED ITEM INSTALLATION
A. Place and secure anchorage devices and other embedded items required for adjoining work that's aoacted to or
supported by naSHn-paca concrete. Use SeNng d2wings, templates, diagrams, MS9udbnb and directive
fomshed AM tleresto be enrbodded.
B. Install anchor rods, accurately located, to ekivati«re rehired and Complying AM tolerances in Sexion7.5 of
ABC 303,
1.21 VAPORRETARDER INSTALLATION
A. great Vaper RaaNem Pace, pri and repair sheet vapor sWNer according to ASTM E 1643 ant
manufactures wriften aretmdbre.
1. LapjarM1s B imhes(150 mm) and seal with maiufacurees recommended tape.
1.22 STEEL REINFORCEMENT INSTALLATION
A. Gereral: Campy with CRSJs"Manual of Standard Practice"for fabMaim paring, and wppoding reinforcement.
1. Dondcr«punure vap«retrder. Repairdarninge and reseal vap«rebrcerbefore paangerwete.
B. Install wedad+ m reinforcement in longest p2eticabk lermis on bar supports spacetl to minimize sagging. Lap
edges and ends of adjoining sedate at least ore meaM1 spheing QYaet ripe of adjoining wheat wetthS to prevent
cetlmW6 bps In eHMrdireaken. Lace WeM1ali wire.
1.23 JOINTS
A. General CesWajaMS We to line AM Move perpeMiwlarbsudaw pare of concede.
B. Construction Joints: Iret el C sterglh and appearance of o>rwete are net impaired, at locations indicated or as
approved by ArchBed.
1. Use a baling agent at lcaations Mere fresh concrete is paced against hardened or partially, hardened
concrete surfaces.
C. Contraction Joints in Sabsan-Grade: Form weakened owns Contraction joints, sectioring concrete into areas as
indicated cesWa witraction joints for a depth equal to at least one-fourth of concrete incomes as Mloxs
1. Sewed Jon: Tam oondrecticn jants wan prover saws equipped with sbatmerprenf abravve or fampndnmmnd
derive Cut 1I8i (3.2mr rt woe jamb into Concrete when cuffing action does net tear, avatle, or otherwise
damage surface and before concrete develops modern contraction cracks.
D. hempen Joints in SbbborMmdw After renewing f«mv«k, install jolts -filer strips at blab junticnb with ver inal
surfaces such ascolumn pedestals, foundation walls, grade beams, and other locatons, as indicated.
124 WATERSTOP INSTALLATION(IF REQUIRED)
A. Waterstops Install in construction joints and at after IaCetiae indicated, according to manadurers written
Instructions.
125 CONCRETE PLACEMENT
A. Before pbcLg Coaccrete, sadly Mans Imagination of form vel reIM«camaM, and embedded items is mnplete and that
required inspections are mnplaed,
B. Deposit concrete continuously in one layer or in ftaizantal layers of such Midness that no rcew concede is paced on
cancrets Met has happened enough to Cause events or panes of weakness h a section Cannot he paced
continuously, provide construction joints as indinaded. Depend concede W avail segregation.
1. Conwlidaepacdtlw tewithm ariwlvibr4mNuipmeM WiMWACI301(ACI301M).
1.26 FINISHING FORMED SURFACES
A. RocgFFamM Bibb: ASiaa Concrete texture imp«etl by fonnlacing material with fie bass ant defects repaired
and pabhed. Remove Am and other prejections that exceed specified limits on famed -surf ew irregularities.
1. Apply to concrete wncces not exposed to Public view.
B. SmootinFormed Finish : A&cast concrete texture imparted by fam,facirg material, arranged in an dreary and
symm rt ice roamer AM a minimum Repair d imum of seams. Repr and patch o holes and defects. Remove fins and other
projections Met exceed spe ri limits on fomredaWaCe imagulamiea.
1. Apply to concede surfaces exposed to pudic view, or to he covered with a mafing or covering material applied
directly to Concrete,
C. Related Unharmed suracea: At taps of walls, trvizonbl oferta, and similar untamed surfaces adjacent to nomad
surfaces, strike riff smooth and finish with a texture matching adjacent formed wrtaces Condinue fire, surface
treamentaformed surfaces unfenly a«es adjacentuM«med surfaces unless cti erwlse Indicated.
127 FINISHING FLOORS AND SLABS
A. General: Comply AM ACI 301 remnmendamenb for screening, rebtragMenirg, and finbM1ing semi for
conswe surfaces. Do rot wet concede surfaCea
B. FlCs FnibM1: Consolidate sudare AM I»w.erdrven florid or by hand !lasing R area is small or inaccessible to
power -driven floats. Resdreighten, cut down high spots and All law spots. Repeal float passes and restraightenirg
urctll wrtace Is left wXM1 a uNfen, enCM, gmnubrtexture.
1. Appyflomfin6htosurfacestoreceivetrowelfin6haMtobecoveredwhfiud-appiedorsheetwaterorcofie,
hclli or membrane refing, or santlbed terrazzo.
C. Travel Firisc: Met applying float fl isM1, apply first traveling and consolidate concrete by ham or proer-criven
travel. Continue traveling presses and restraigMen coal Surface b tree of travel marks and untlam in texture ant
appearance. Grind smooth any surface defects Met wood telegraph through applied maiys or Mar coverings.
1. Apply a travel finish to wuraces exposed M view or to be covered AM raalsM flddMg, carps( ceramic or
quarry Me setover a deavage membrane, pains, «aeMerthmrlmfn6n oeamg ayedem.
2. Finish wrgaer W Me falawkg Werarrzs aatttlirg W ASTM E 1155 (ASTM E 1155M), for a randany
trafficked floor surface
a. Sceolfad overall values of homes, F(F)45; and of levelness, F(L)35; AM minimum local values of
flatness. FIT) 30: and of levebress, F(L) 24.
D. Travel and FlneEman Ri Apply a first trowel finish to SWaceb where cemmd or quarry file Is to be Installed by
either thickest or thins ml While Concede is still plantic slightly scarify surface AM a fine bman.
1. CC lyWMfla essaMlevelnesstd mnresf«t%e"di edf sWaces.
E. Broom Finish: Apply a bman Trish Wextendrooncrate patomhs steps mono, and elsewhere as indicated.
1. Immediately after fidam firishing, Nighty m rgM1en trafficked Space by becoming with fiber -Lisle born
pemere iealarto mein traffic route. Cre rdiele required firol finish web Achitect before application.
128 CONCRETE PROTECTING AND CURING
A. General: Pmdectfters ly all corhcrse fiem premature drying and excessive cold orhat temperatures Campy Ift
ACI 306.1 for wd+weether protection ant ACI 301 (ACI 301M) WrbaNwea er pedection during gong.
B. Evaporation Reorder Apply evaporation retarder W Unfcmad concrete surfaces if hot dry, or windy conditions
Cause mdbuce were approaching 02 Rest, it x h (1 kghA. m x M1I before ant mui McM1ing membres. Appy
according W mama fumes wrifen instructions after placing, screening, ant bull floating or Carbyirg concrete, but
before be firisHng.
C. Famed Surfaces: Cure tortured concede surfaces, including underside of beams supported slabs ant other similar
surfaces If forms remain MAN Coding period, most cure after damning forms H renewing tome before end of
Coding period, continue wring forremainderdcudng perod.
D. Cure Ceramics Notation WACI 308.1, by the Mloveng metrad(b):
1. Curing Cennponm: Apply organdy in continuous operation by pcverspay or eager accmtling to manufacturers
written instructions Reza areas subjected to heavy rainfall waMin thee M1w5 after infial application. Maintain
continudy of coating ant repair damage dung ariig period.
a. Removal: After Coding perm has elapsed, reprove coding cmpwM waMea damaging concrete wncces by
mshed recommended by ariig compound manufacturerunleas manufacturer arl anrg cpmponnd
tlxs net interfere wtlM1 bon ing of flcorocomng used on Pmjed
2. Curing ant Sealing Co npdund: Apply oriformiy to floors and sales indicated in a continuous operation by paver
spray or eager awarding to manacturers writen instructions. Reran areas subjected to heavy rental waMin
Mme hours after initial application. Repeat Process 24 hours later am apply a second can. Maintain commonly
dcmffng and repairdamage during Coding pace,
a. Apply ball slabsto remain Arborenily exposed to view.
129 CONCRETE SURFACE REPAIRS
A. Detective Coneele: Repair and patch defective areas when approved by Acheect. Remove and replace Concede
Mad Canna be repaired am perched to Achideefs approval.
1,30 FIELD QUALITY CONTROL
A. Testig Agency: Engage a mortified testing and Inspection agency to perform tests am IrSpactld5 am to submit
repast
B. Inspections
1. Steal relMorcemani plaameM.
2. Headed toots and studs.
3. Verflnation of use of required design mixture.
4. Concede placement, Including Coveyimg and dep«erg.
5. Cuting procedures and maintenance of When temperature.
C. Concrete Tests Testing of Composite samples of fresh Concede obtained boarding to ASTM C 1721C 172M shall he
performed according to Me following requirements:
1. Testing Frequi Dawn one composite sample for each days pour of each concrete mixture exceeding 5 w.
yd. (4 w. mi and leas Man 25 w. yd. (19 CU. m), plus «a set for each aMacral50 w. yd. (38 cu. m) or Minden
thereat
a. When frequeray of testing provides fewer Man five cemprebsive-arength test for each concede mixture,
testing shall be competed tram at least five raManly selected badehes orfrom each batch R fewer than five
am sed.
2. Sump: ASTM C 14SC 1i ore test a point of Placement for each Composite sample, but Cot less Man one
and for each days pour of each coerete mixture. Perform additional testa when amor de conasdency appears
tochange.
3. Air Comets: ASTM C 23LC 231M, pressure metl»d, for named ueght Canvassers Red for each Compmm
wangle, btu net less Man one teat for each days pour of each Carol mixture.
4. Concede Temperature: ASTM C 1064A 1061 one test M1wrly Men air temperature 6 40 deg F (44 deg C)
ant below or 83 deg F (27 deg C) ant above, ant are test for each oonpome sample.
5. Compression Test Specimens: ASTM C 311C 31 M.
D. Cant ant laboratory cure two sets of two standard cytinderspearrareforeach composite sample.
CURRAN
ARCHITECTURE
6925 EAST 96TH ST., SUITE 105
INDIANAPOLIS, IN 46250
O :: 317. 288. 0681
F 317. 288. 0753
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Nor 11 6h Streit
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rMlem MWz
317WAtu WCOMAS
www.mcconiarecom ENGINEERING
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j No. 860325
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D s STATEOF 400 AN
NALENOeN
THIS DRAWING AND THE IDEAS, DESIGNS
AND CONCEPTS CONTAINED yERBN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
OF CURRAN ARCHITECTURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOLE OR
IN PART, WITHOUT THE WRITTEN
CONSENT OF CURRAN ARCHITECTURE.
A COPYRai-72NTCURRANARCHITERURE
SPECIFIED LIGHTING
OFFICE RENOVATION
101 EAST CARMEL DRIVE
CARMEL, IN
Pl SET 07/10/2019
170053
SPECIFICATIONS
S601