HomeMy WebLinkAbout8. SPECIFICATIONS S602SECTION 052100-STEEL JOIST FRAMING
11 SUMMARY
A. Seaton Includes:
1, K-seriessteeljads.
2, IH-sedes lcNj steel joists,
3, Jag girdles.
4, Jas accessories,
1.2 DEFINITIONS
A, 3JI's"SpedfiWfims•': 31ce1 Joist Ind'YNe's"Standard Specifications, Load Tables and WegM Tables for Steel Jads and Joint
Ginena."
IS Special Jots: Steel jods sir jest diners meaning modificeticn by manufacturer to support mmnflomn, unequal, sir special
leading mnditdre that Invalidate bad tables In SJIk "Sped&atldrel'
14 ACTION SUBMITTALS
A. Product Data: F"eaM type dined accesmry, and pmdud.
B, Slap Drawings:
1. IncIW a layout designator number, type, baatm, and waang ofjasts
2, Include joining and anchorage details bracing, bridging, and johat accessories; wgice and connection locations and detains
and attachments toother wndruction.
1B INFORMATIONALSUBMITTALS
A, Welding certificates.
B. ManufanurerceNflones.
C. Mill Certificates: Far each type of boH.
D. Feld gralltymndol reports
E, Comprehensive engineering analysis of special joists signed and sealed by has qualified pMessiacal whemer responsible for
as preparation.
IS QUAUTYASSURANCE
A. Manufaclumr Qualifications A manufaclumr certifedd by W1 to manufaclum joins complying with applicable standard
spwificdkms and Iced tables in W's "3pecificatiarie"
1. Manufadumra maporeibiNies include providing pmfessomi engineering services far designing specal jdats to comply
with performance requirements
B. Welding Oblificari Quality field-weUiy Procedures and personnel according to AWSDIAMIAM, "SVuduml Welding
Code - Steel"
1] MANUFACTURERS
A, Manufacturers: Subject to compliance with requirements, available manufacturers offering pmtluds that may be imnrycraled
into Me Work include, but am net limited W the fahbvJy:
1. VUkrafl: Nucor Vulwaft Grcuo.
1.8 PERFORMANCE REQUIREMENTS
A, Stroll Perborancer Provide special bows and canna ions capable dwtlhstanding design loads indicated,
1. Use ASe;datiaregiveridmirice-badlevel.
2. DedgnsWdaljdsWtovn WWdesignlo&d hliw4J ddade sncgreaterthantheMbwW
a. Re"Jms (ifmquimd):VeMeldel mofll3Bodthaspan.
b. Roof Jdsis: Vertical dellectionalrz4o of Me span.
1.9 K-SERIES STEEL JOISTS
A, Manufacture steel fasts of type indicated according to "Standan Speciritbn for Open Web Steel Jab, KSeries•' in SA's
"Specif alma,"vnM ateelayle bPand MikmcMtl mam4ers, underdungenda, andpamileltcpcMtl.
B, Steel Jas Substitutes: Manufacture according to "Standard Specifications for Open Web Steel Joists, KSerwv in W's
"Specif Mons"mMateelaNleorcMnmil mb m
C, Extended Ends: Extend bearing ends d boats AM W's Type R extended ends where indicated, complying with Sips
"Spacif icons"
D. Camharjobta according to Sll's "SpcoificaMns"
E. Equip bearing ends of fasts AM m onufacWmh standard bevels] ends m slope] show Ifjolst nape exceeds 114 Irish per 12
inches H:48L
1.10 LONG -SPAN STEEL JOISTS (IF REQUIRED)
A, Manufacture steel jousts seceding to "Standen Stex ificafim for beragwon Steel cable, LHSeres and Deep Lanjspan Steel
casts, DLH-Sedea" in SJI's "SpMfitemom' with ateehargue tap- and MiWnrMatl members; of joist type and end and
topchora arrangements as indicated.
1. End Arrangement Underslung,
2, TopLbxa Arrangement Parallel, Unless noted othenvim.
B, Camber bngawan steel joists accoring to SJl's "SPacticatiae."
C, Equip bearing an& of joists AM man idwasers standard beveled ends or sloped sMes Hjoist nude exceeds 114 inch per 12
inchaa(1:48),
1,11 JOIST GIRDERS (IF REQUIRED)
A. Manufacture joist gircem accoring to "Stancar Specification far Joist Gird M Wl's "Spo cations;' with steelangle top -
and botlomcbxa members; with end and topcbxa arrangements as indicated.
1. EndAmmajement UWerslurg wind Mtlwndron exlendms.
2. Tap-CMr l Almngement Parallel, unless mtec othervasin
1,12 PRIMERS
A. Primer SSPCaalntlS,mmandadumesst MardshWpnmerc pyinuw4MWdoma mquimmNsin SSPC-PaIMIS.
1,13 JOISTACCESSORIES
A. Bnxj Pravda bridging abler; and numbi mess of bcrz"Ha"diagonal bridging Of mentenal, aw and type requiredby
3JI's'Specif dfions" far type ofjgst cM1ON dze, spacing, o W span. Fum6h addkur l emcfi bridging if required fwsobihity,
B. Furnish selling extensions, enter extended bdtomcMtl elements m a awards extension unit of Month strength to suppat
ceiling cjndruction. Extend ends to within ill inch (13 mm) offinslod wall surface unless otherwise indicates.
C. HgbSLeym Boa, Nuts, and Washers ASTM A325 (ASTM A325ML Type 1, heavy hex steel anucW21 Mt; ASTM A 563
(ASTM A Slash Mavy Mx carbonateel nuts; and ASTM F 436 (ASTM F 436M) havered carbamsteel washars,
1. Finish Pain.
D, Furnish miscellanecus accessories including splice plates and Mils regdred by joist mmbeturer to complete joist assembly.
1.14 CLEANING MID SHOP PAWING
A, Clean and renrove levee scale, heavy rust and dierfweign mrteralshwn mbricated jadsaW Mcesswies.
B. Apply me coat Of shop pnmertojoists andjaist wwwones
PART2- EXECUTION
2.1 INSTALLATION
A, Do net install jdam one supporting construction is M place and secures.
B. Install joists and accessories Purns square, and true as fins woursfy fasten as supporting consroxi according to Su's
"Specifications • jam manufacturers written instructions, and requirements in Mi5 Sedim,
1. Before installsion, splice joists delivered to Pmjed site in more Man are piece.
2. Space, adjust and align jdds avyratehy in locafim before pememanly fastening.
3. Install temporary bracing and erection bridging, connections, and anclgrs W ewure Met joss are digitalized during
msNetkm.
C, Field weld joists to wppabiing steel bearing filetesand hemewaM. Caanicatewebing sequence and procedurewth placement
Of jests. Coney AM AM requirements and flimew ores fro welding, appearance and quality Of wends, and meMo]s used In
connecting wadding work.
D. Bob joists W supporting steel fiameweek at odrumm using bgbetrangth stoctuall bits. Comply with RCSC's "Mastication far
Structural James Using ASTMA325 m ASTMA493 Bobi for higltarengM Monaural Mt Immlatim and tightening
requirements.
E, Install and cmmed bridging cmamen ly wHhjoid eredim, before Vxmftu m baits are applied. Anchx ends of bMging lines
at tap and bottom Mors Htemlimting at walls or beams.
22 FIELD QUALITY CONTROL
A, Tdwng Agency: Ownerwill engage a qualified tdstlng agency to pertwm tests and inspiclims.
EL venally impel Ted! Adds acmring to AWS D11/D11 M,
C, Viably impact acted connections.
D, Prepare test and Impenlm repaM
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
�VT�tB+MXWA�
DATE: 09/06/19
SECTION 051 NO- STRUCTURAL STEEL FRAMING
11 SUMMARY
A. Seaton Includes:
1, SMUMV515teel,
2. Grad.
12 DEFINITIONS
A. Structural Steel: Elements Of Ma structural fame indicated on Drwings and as a,ambad in NBC 393, "Coda of Standard!
Practice fw Steel Buildings and Bricliji
1.3 PREINSTAUATION MEETINGS
A. Pr imAwld'pn Conference Conduct commence d Pmjed site.
1.4 ACTIONSUBMITTALS
A, Product Data: Far each type d product,
B. Step Umwings: Show fabribi of strucW2FsteelmnpaneMs.
C, Delegsed43wign SUbmitlal: Far strucNal-steel connections indicated W comply with design loads, include analysis
data signal and sealed by the qualified pmfesamal engineer respomide far their preparation.
IS INFORMATIONALSUBMITTALS
A. Weldingcerfificates.
B, Field qualityoanbol refortas
1.6 QUAUTYASSURANCE
A, Welding Notifications, Qualify procedures and ransomed amoriy to AWS D11/O11 M, "Structural Waking Code - Steel"
B. Campy with applicable Provisions of the felloMng specifications and doxments:
1, NSC30s
2. NBC MO.
3. RCSC's"Spedficelion forSiructu2l Jabs Using ASTM A325w A490 Betts."
1] PERFORMANCE REQUIREMENTS
A. Connei: Provide details of simple Meer connections required by Me Contract 4wme he to W selected w completed by
aWduraFateel fabricator b mth and loafs indicate] and comply with otlrer information and resbctiare indicated
1, Select and complete connecli using whomaYicdetails indicated and AISC 360,
2. Use Allowable Stress Deagn; data are given at mrome-load Tavel.
1B STRUCTURAL -STEEL MATERIALS
A. W-Shapes: ASTM A 992/A992M.
B, Chamels AnglesSM1apes: ASTM A MIA 36M,
C. Plate and Bar. ASTM A MA 36M.
D, Cd6Fonmed Follows Structural Sections: ASTM A 503/A 500M, G2tle B, structural tubing,
E. Welding Electrodes: Comply AM AWS allurements.
1B BOLTS, CONNECTORS, AND ANCHORS
A. HgFStreyth Balls, NWs, and WasMrs ASTM A 325 (ASTM A M5M), Type 1, Mavy-Mx steel structural hi ASTM A563,
Grade C, (ASTM A563M, Class 8S) heavy -hex cation-dcel cods and ASTM F436 (ASTM F436ML Type 1, harened
carlm-steel wastre ; all both plain Loan.
1. Dined -Tension IW katars: ASTM F 959. Type 325 (ASTM F 959M. Type 88), wMre iUeiva rWW w M pain finiM,
B. UMeaded MMor Rots: ASTM F 1554, Grade 36.
1. Cmfigu2tim: Hooked.
2. Finish Pain.
C, Headed AncM1Ur RWs: ASTM F 194, G2tle Miami
1. Finish Pain.
1,10 PRIMER
A, Primar. Fabricators standard leaf- and chamate-free, noinwhallic, rustinhibNng prirtrer complying with MPIR9 and
c"rpathk with scheme
1,11 GROUT
A. Nonmetallic, SMnMgeAesistant Grcul:ASTMC11W] 1107M,fadMry-0 kaged, nmmela111caggregategrom non'nroave
andna Widng,nixedwindwtertoco 6tenrysuitablefwapplitfi anda M3 imteworkingtime,
1.12 FABRICATION
A, Structural Steel: Fabricate and severable in shop to greatest extent possible. Fabricate according to Ali 'Code of
Standard Prentlre for Steel Buildings and Doti and to ASC MO.
1,13 SHOPCONNECTIONS
A. HgFStretgth Bats Shop install Mgb-tEeyM Mis assorting 0 RCSC'a"Specification for StrrwW2l James Using ASTM A 325
w A490 Bats"fortype d Wit and type of joint specified
1, JdMType: SrugtgMered.
B, Weld Cmmecfiwns: Co OyMhAWSD1.101.iMfartolerances,appcamnces,weMingp Nure specifications. weldjcality,
and methods used in morading welding work.
1,14 SHOP PRIMING
A, Shop prime steel surfaces except the fdbwtng:
1. Surtacesenbetltled in cmaete mmtttar. Extend priming of partially embedded membersto a depth d2 inches (50 mm),
2. SunaceambefreNvaelded.
3. GelvanizedsViaces.
B. Sutfame Preparabn: Clean surfaces to bat painted. Rem" IVwe test and and scale and water, sag, wgux deposits. Prepare
surfaces Recording to the fallowing specifications and standards:
1. SSPGSP S "PovsrToa Geaning;'
C, Priming: Immediately after surface prepa2fim, apply primer according to mamfacNees written imWdbm and at rate
rso"mmended by SSPC to provide a mnimum dry film thiauresa of 1.5 mils fli min), Use priming metbols that resuit in full
coverage of jobs , sonars edges, and exposed surfaces
1.15 EXAMINATION
A, Verify, with certified steel erector present elevators of wncrate-and masonry -Marion surfaces and bcafims of anchor nabs
beardplates, andoMerembadmanisforc liana Mhrdpdemand.
B, Proceed with installation mly after Unssbtactm wndtlims have been corrected.
1.16 ERECTION
A, Set structural steel accurately in lowtkaw and b viewpoints indicated and awtttling to NBC 303 and AliMi
B. Dwarlates, Bearing Plaea and Leveling Plates Clean comalte- and mwxgr beanngg surfaces of batdceduang materals,
and rwgMn surfaces prior to setting plates Clean flWwn surface of plates,
1. Sat pates for sthx.Wral members an wedges ,shims" setling now as lectured.
2, Weld plate washers b top d basepate,
3. Snug-bgMen anchor raft after supported members have been prawri and plumbed. Do not rem" wedges or Mims
but H pn4ruding, cat off two with edge of plate Maree waking with grout
4. Promptly bad< grout solidly between Manng surfaces and pates so no walla almain. Neatly finish expoead surface;
poect grout and allwvto was Comply with mamfadureeswrMen insalaton imtmcam forshinkageaeastant grouti
C. MalMaln erection toleraieea datmaual steel within AISC 303,"Code of Standard Prachve fro Steel Buddingsand Bridges."
1,17 FIELD CONNECTIONS
A. HgRStrergM Betts: Install Mgb-ttrergM bola assailing to RCSC's "Spacif tim for Sttuauml Joints WIN ASTM A 325 "
A490 Betts"fortype of MH and type ofjantspeafied.
1. Joint Type: SnugigMened.
B, Weld Connections : Comply with AWS[MIAMIAN for tolerances,appearances, welcittg procedure specifications weld quality,
and methods used in connecting welding wart
1. Comply with AISC 303 and AISC 3W for bearing, alignment, adequacy d tempa2ry wmectio s, and remroval of paint an
surfaces adjacent bfai walla
2, Assemble and mid buii sediona by methods that maintain law alignment of axes wHiM exceeding tolerances in
NBC 303, "Code of Standard Practice for Sorel Buildings and Bridges" for MII material.
118 FIELD QUALITY CONTROL
A. Testing Agency: Ownervall engage a qualified testing agency to perform tests and inrepediam.
B, Bated Cannectbm: Instead and test bated connections according to RCSCs "Spemifientim for Str moral Janis Using
ASTM A325 VA 490 Bolls"
C, Welded Cnmedbm: Visually inspect field welds according to AWS DLAMLAM,
1. In addition to visual inspedim, test and inspect flail welds according to AWS D11N11M and the fdfowtng inspection
procedures, at testing agency's optima
a. Liquid PoMalnt Inspection: ASTM E 165.
b. Magnetic Particle Inspector: ASTM E 709; pertmmea an and pass and m finiMea weld Crzcks m zones of
incomplete fusion or penetration am net accepted.
Ultrasonic Inspection: ASTM E 1M,
d. Radiogalphic Inspection: ASTM E 94.
SECTION 042200 - CONCRETE UNIT MASONRY
11 SUMMARY
A. Seaton Includes:
1, Concrete masonry Units,
2. Steal minfoMng bars.
12 DEFINITIONS
A. CMU(tb Concrete masonry unil(t),
B, Reinkrced Masonnry: Mawmy containing reinforcing steel in grouted cells
1.3 ACTION SUBMITTALS
A, Product Data: Far each type d pretluct,
1.4 INFORMATIONALSUBMITTALS
A, Material Certificates Far each type and size d wodwt Far masonry unita indude data on material properties,
B. Mix Designs: Far eaM type of mortar and gmu. Include descdptlon of typo and pmpattlom of IN became.
1, Include test reports for mortar mixes required to comply with property Wooficei Test according to
ASTM C 109/C 109M fro compreame strength, ASTM C 1506 fro water reteraon, and ASTM C 91/C 91M torah
oebeM.
2. Include teat reports, asserting as ASTM C 1019, fer great mixes wool as comply wth compressive strength
requirement,
1S FIELD CONDITIONS
A, Cad -Weather Rslurements Do net use how materials or materials mixed m oreted with lee mfmst Do net Mild
on frozen substrates. Remove and replace unit masonry damaged by Most sir by hawing conditions Comply with
wJtl-veaFer mmWd'en requirements mNairetl in TMS m21ACI 53(16,
B, Hot -Weather Requirements: Comply with het-veaBrer wmguctim requirements contained In
TMS MXACI 533.1/ASCE 6.
1.6 UNIT MASONRY, GENERAL
A, Masonry Standard Comply aim TMS 601 SYLAINSCE 6, except w codified by requirements in this Conbad
Domments.
B. Defective Unim Re men aid mov rry unit standards may allow a certain pemaMage Of units to mNaln Mlps aadu,
on other defects exceeding limits states. Do net use units where sub defects are exposed in the completed Work.
1] CONCRETE MASONRY UNITS
A, Shapes: Provide shapes indicated and as falwvs AM exposed surfaces matching exposed faces d adjacent units
unless aMrvnae indicated.
1, PmNtle spedal shapesMlintels wnlers,janbs sashes,nrovemenijoinis, heatlers WWing,and ether special
aneitions.
EL CMUs: ASTM C 90,
1, Unit Compresses Sarengm: Provide units with minimum average Mai compressive strength of 28M pd
(19,3 MNL
2. Der -My Clasifiwticn: Normal might
18 CONCRETE UNTELS
A. Cmmalte Untels ASTM C 1623, matching CMOs in Mar, texture, and density clummi lion; and AM remfwang bare
indicated Pawns IiMels WM net -area wmenewive strength net less than that of Choli
1.9 MORTARANDGROUTMATERIALS
A, PeNand Cement: ASTM C 15M 150M, Type I or II, except Type III may be used fro wJ6wedFnr mnSWdim.
Provide natural Wwwwhtle cement as required to preduce mararcobrindkded.
B. Hydrated Lima: ASTM C 207, Type S.
C. Portland Cement -Lima Mix: Packaged blend of Pattland cement and hydrated lime containing no other ingredients.
D, Agpiwate for Mortas ASTM C 1",
E, Aggregate for Grout ASTM C 404
F. Co! -Weather Admixture: NmcNmir j mlmmmlve, accelerating admixture complying AM ASTM C 494/C 494M,
Tree C, and recommended by manufacturer far use in masonry Madan of composition indicates.
1. Manufadureb: SMjecito wmplianee AM requirements, available manufactures offering pmaucls that may be
incatwnsed intotM Wank induce, but are cat limikd tome fdl" N:
a.
BASF com"atim: cmMmctim svaemre.
G, Water. Potable.
1,10 REINFORCEMENT
A. UncwteiSteel Reinforcing Bars ASTM A615/A 615M V ASTM A Sol Grace W (Grade 420).
EL MamnryJoind Reinforcement Genewl: ASTM A 951/A951M.
t Exteiw Walls: Hi galvanized wNm steel
2, Wire Sizemr Side RM3: 0144nM(3.77mMdIami
3, Wim SzefarCross Row 04484nM(377mm)diameter,
4, Smi of Cross Rona: Not more than 16 Inches (4 meal be,
5, Provide in lengaha Of net less than 10 feet (3mg, AM prembricaka comer and tee units.
1.11 TIESAND ANCHORS
A, Materials: Provide tiro and anchors specified in this article that are made from materials that comply with the
falmting unless a snow indicata]:
1. Wt43ipGivan¢W,Car aeel Wire:ASTMA82/A82M,whASTMAlMIA153M,Gass B-2cosing.
EL Adjustable Ambxs for Cmawfing to Structural Steel Framing: Pravda amMs Met allow vertical or hmizmtal
adjustment but reset kMon and compression forwa pemendicuhm plane dwell.
1, Ambx Seam for Welding to Steel Forme: Crimped 1/4rndF (6.35mmr) diameter, hat -dip galvanizetl-steel
2. Tie Sectim: Tnayuarahapad Am be made from 0.187d1sM1 (4.78mm) diameter, Nat ip galvanised -steel
Ali
1.12 MISCELLANEOUS MASONRYACCESSORIES
A, Compressible Filler Prenctled fillersNps complying with ASTM D 1056, G2tle 2AL compressible up to 35 percent
dwidn and thickness Indicated; famulaed from uremans orPVC.
B, Preformed Control-JoiM Gamuts: Made from srymnnWMwno-mbber compound, mnplyinc with ASTM D 2000,
Desgnation WAR e05 or PVC, complying AM ASTM D 2287, Type PVCE5406 and designed b Tit standard with
black and to maintain sued d stability in mu sorry vi Me and wrguratim w incicaed.
C. Bond-Bmaker Ships: Aaphatl-setureted felt complying with ASTM D 2MM 2MM. Type I(No. 15 aspMlt felt).
1,13 MORTARANDGROUTMIXES
A. General: Do net use a1Mxtures, including pigments, airantrairing agents, accalemtas, assurance , water-repellent
agents, antifreeze oatnpweds, wotherad"xture: unless otMrwise indicated.
1. Do net use cakium chlarice in nprter wgmut
2. Use pmtland cement -Ilene mortar uness dMrvrlse IMlcated.
3, Add cold-vreather admixture OF used) at same rate fat all merger that will M exposed to view, reganlew of
vra Unk Mai s,b oyu ht TMC2l"iam Oa S.
B. MMartw Unit Mdsorry:cwnplywHM1ABTMC270, PrzggNm SpedfiWfim. Pmvge me fdlwving types of mxlarlw
al msstatac another poi a ndicates.
1. FmmmryMleagredeminmMdwhearth, uTypM.
2. Fwreinfarcetl masonry, use Type S.
C. Gromfor UnItMasmry:Cmiplywlm ASTMC476.
1, Use grout of type indicates or, H net dMrwise indicated, of twe (fine w coarse) that will comply AM
TMS 602/ACI 530.1/ASCE 6 fortllmeMmsof gout spaces and paurheight.
2. Proportion grout in accordance with ASTM C 476. Table 1 sir parigraph 422 for apedfiud 284ay compressive
weng h Indicated, but net less than 20M pm (14 MPaL
3. Provide grout with a slump of 8 to 11 inches (400 to 280 min) as measured according to ASTM C 143/C 143M,
1,14 INSTAILATION, GENERAL
A, Use fuil-size Units wigwut cuffing if possible, If cutting is adjured to provide a continnow pattern sir to fit adjoining
mmWdon, cut units AM m loWriven saws; Pravda clean, chary, uneNppea eager Aloes units to My boom
laying unless welding of units is spec? d. Install cut units with cut surfaces and, where possible, out edges
mnmealed.
1,15 TOLERANCES
A. Dimensions and Lowtims of Elements:
1, Far dimensions in cross section or elevation, do net vary by more Man plus In inch (12 mm) sir minus 1/4 inch
(6 arms.
2, Far lacalion of elements in plan, do net vary Man Metindicaled by mass Man plus sir minus ill inch (12 cams.
3. Far bmtlm Of elements In elevatlm, do M vary fren that Indicated by more than plus m mean 114 Irish (6 arms
n a don height sir 112 inch (12 cam) total.
B. Lima and Lewis
1, Far ted jobs and top surfaces of bearing wall, do net vary (ran level by more than 114 inch in io feet OR cam in
3 ms•"lo-onsh(12mms maximum.
2, For conspicuous horizontal lines such as IiMels, sills parapets aW reveals, do net vary horn level by mxe Man
118 mi in 10 feet (3man in 3 and, 114 mi in 20 feet (6man in 6 and, "1/2-insh(12mms maximum.
3. Far vertical lines and surfaces do net vary from plunb by mxe Man i/4 inch in 10 Me (6 mean 3 mg, M inch in
20 fee M min in 6 m)," ln.nch(12mm) mammurn.
4, For cm6picuous vertical Ilres, SUM as external call door James, remb, and expaMm and cmtrd jolMs,
do net vary from plumb by Mom than 118 inch in 10 feat (3 mm in 3 cos, 114 inch in 20 feet (6 mm in 6 cos, or
lo-InM (12mm) maximum.
5. Far lima and surfaces, din, net vary from straight by mate than 1/4 inM in 10 fee (9man in 3 mi 3R inch in 20
Mad (9 mm in 6 and, or irzJncM1 (12mms maximum.
C. come
1, Far bed joins, eta nd vary from thickness indicated by mane Man plus or minus 1A inch (3 cams, aim a maximum
hicness limited as 1n inch (12 rams.
2, For Mad and MlarjdMs do not vary htm thickness indicated by more Man Was M Inch (9 cam) or rninu5114
inch (6 min).
3, For exposed head jdnb, do net vary fiam thloon5s indicated by mere Man plus or minus 118 inch (3 mm),
1,16 LAYING MASONRY WALLS
A, Lay cut walls in advance for accurate spacing of surface 0. el patterns AM UnHwm joint thicknesses and M
caalte loosen of openings, movement -type jams, rstums, and ofiass, Avad using tasathornhatl-size units,
par loubly at comers, jambs, and where pmslbk, a otherlicei
B, Bad Pattern for Exposed Masonry: Unless commas indicated, lay exposed masonry in nursing bond: do net use
units with less-iharvnoninal 4inch (100-mm) Mizmta face aimensms at comers orjambi
C, Saki Were As construction progresses, bull in Hems specified in this and other Sections, Fill in solidly with
runway wound Milun Name
D. Fill Waco between steel frames and masonry wildly with mortarmleev otMrvvise inclosed.
E. Where Wift-In Hems are to be embedded In cares Of halbw Memory units, pace a layer of metal IAh, Am mend, m
filti mesh in me joint Mbw, sod red MM3rorgrad into wre.
F. RII coma in hallow CMOs with grout 24 inches (600 cam) under beanng plates, beams, hotels, posts and similar
Hems unless otherwise indicated.
1.17 MORTAR BEDDING AND JOINTING
A, Lay halbw CMM as mili
1, Badfaca shellsin mertarand make heaajantsofaapthequal tobaajanw.
£. Bea webs in matter in all courses of pairs, colvnns, and plasters.
3. %dwe4inm"ringmWedmas ,,inclWiMsbOngwwrs fcofings
4. Fully bad entire units, including areas uMercells, atstarting course on faotiya wtars calla are net grouted.
B, Lay sod CMUs AM completely filled bed and MW jobs; bNler ends AM sufident Leaner to fill bead joints and
Move Into phase. Do net ceeplyfummv bad jabs V shish bead jars.
C, Tad exposed joints slightly concave when thurabprib ban, using a jointer lager than joint Mathews unless
othem mes indicated.
D, Culjoinls flush for masonry walls to receive plaster woMerdired-applied firisMs(offertimn pain j unless dMrwise
indicated.
1,18 M)vSONRYJO1W REINFORCEMENT
A, General: Imtall entire length d bngituairel sae mats in rncrtarwith a minimum wear of SIB inch (ifi cam) on edenw
aide of vall; In inch (13 cam) elsewhere. Lap reiamcemend a minimum a6 inches (150 meal.
1. Spa dinoncamant rot more then i6 inches (406 mm) o.c.
2, Space reinforcement net more than 8 inches(203 mm) be. in fmndatim vslls and pampet walls
3, Provide reinforcement net more than 8 inches (203 cam) above and below wall openings and a lending 12
ImMa (305 mm) beyml openings in aaatlbn to continuous reiMmromaM.
B, Interrupt joint reinforcement s contol and expansion joints Unless ahewheindicates,
C, Provide continuity at All lnteewfitib pan fabricated T-shaped gyre poCURRAN
D. Pmviaecontinu0y at corners by using prsebricsee Lahapoa unity.
1,19 ANCHORING MASON BY TO STRUCTURAL STEEL MID CONCRETE ARCHITECTURE
A, Anclgr masonry to structural steel and concrete, Awe masonry abuts or faces structural steel or concrete, to
1, Provide lasan rows soh 6925 EAST 96TH ST., SUITE 105
1. Provide an open space not lees than 1 inch free
cam) wise and
masonry and drucNral steel w concrete
woes othanwrise indicated. Keep open were rree ormonarana Omar NO materials. INDIANAPOLIS, IN 46250
2, Anclgr masonry At anchors embedded in masonry joints and MaMea to strucN2.
3, Spare areivxs as Indicated, but comind
t more than 24 inches (610 ) overtically and 36 inches (915 ) be, O :: 317 . 286 . 0681
Mrizmtally, F c 317. 288. 0753
1.20 REINFORCED UNIT MASONRY INSTALLATION
A, Temporary Formwork and Shares Construct famai and Mares as needed to suplrM reinfarced masonry
1,,ertCstruing rnmi to
1. Construct fit j as re provea shape, line, and dimensionsgrout.
ru e, completed support
masonry as indicated. minain Make from
cam saintly tight fa prevent leakage of oprtar and gear Bruce, tie, and support tams to maintain position and
shape tlunng wnsbwfim and wing d iniorced masonry,
z. roMremthafa othendaharsat May be lace an during haeai hanenaid apaaaibly toaam Chair cam
weight and that domerleads that maybe Placed m them tlufing cm6Wctim.
B, Placing Reinforcement Comply AM requirements in TOM 601530,1/ASCE 6,
C, GrtUtly: De not pace grout coal entire height of nwbmry to be granted has soared enough strength to rest grout
Pressure
1, Comply AM requirements In TMS 6g2IAC15331/ASCE6 for aeamN6 and for grad placement, IMWIng
Minimum grout space and maximum far height
2. Umit beightof vertical grout poursto not more than 60 intlrea(1520 mm).
121 FIELD QUALITY CONTROL
A. Testing and Inspecting: Owner Wit eyage specal Inwedms to pert"" Inspections and prepare repxts. Now
Inspectors access to scandding and work areas as needed to perform tests and inspection. RdesMg of materials I n 7 set 116h Sl cot sty m
that fall to comalywim specified requirements Mall be done at Compadmk expense. mail mnee+uruz ."
317M " WCOMAS
enween eem ENGINEERING
rmle= ne
Sjrui Frglrom
°.ONEY MCC
N��isrEq�4sy
V. ;Q O, N
j No. 860325
0 s STATEOF 40Q
ss/ONALS 'vo
THIS DRAWING AND THE TAINEDPS,DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE RRAN VEINTELtECR1AL PROPERTY
OF BE USED OR REPRODUCED,
AND ARE NOT
TO BE USED, W THOUT THED, WHOLE OR
IN PART WITHOUT THE WRITTEN ARCHITECTURE
CONSENT 7 CURRAN Oi7ORRARCHITECTURE.
A C)PffiILHi 101LCURR9N ARCH1iERURE
SPECIFIED LIGHTING
OFFICE RENOVATION
101 EAST CARMEL DRIVE
CARMEL, IN
all SET 07/10/2019
170053
SPECIFICATIONS
S602