HomeMy WebLinkAboutS001RELEA5E0 FOR CONSTRUCTION
Suhjec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
`� �m�V l�rc�alols�.
DATE: 06�Z4�2O
GENERAL NOTES
1. TheConlractorshallberesponsible(orcomplying wilh allsalelyprecaulionsand xgulalions dunnglhewoA.
The S�maWrel Engineero� RecoN will no� advisa on, norissua dredion as �o safe�y precaWions and pmgams.
2 TheSlmcWrel�rawings herelnrepresenithe0nished sWCWre. TheConl2clarshallprovlde elllemporary
guying and brzcing reqwred �a ered and holtl �heshuNure in pmperafignmen� un61 all ShucWrel Work and
connecllansheve been compleletl. Thelnveetlgetiort tleelgn,ea(ely,etlequecyan�lnepectlon oterecllon
�racing.shonnA,temporarysuppo�is,ea.isthesoleresponsibllilyoliheConVaclor.
3. TheWmcWrelEnglneero�Recortl(SER�shellno�beresponsLlafor�he me�hotls,�echnlques antlsequences
are nolspecifcally shown,similarde�ailso(conSWctionSM1all�e used,subj¢cllo approvaloliheSEft.
4. �IBWIIIIf6IIIdICBIBIfBIIBl9I3114��IIWIdBWIIB O�C01151lOC�I00. WhBlBWIIQI�I0116 filB110�6pBCI�CBIlyBhOWlI.
slmilerd¢teilsalconsWctlonshellbe used subje0.bapprovelollhe SimcWralEr�qineero(Record-
5. �1II6VOC�0lBI6y81B1116 WhICh BIB�O bBWI11pQ52d0�PoI11pJIIBI1�6�ObB�Bl4 BRCIBQ 6h2IIbB BIIpBNISB�
by�he Suppiierduring manulacWring,deiivery,handiing.sloroge,antl erectionln aaordancewithihe
Suppfiefslns�mc�ionsanareqwremenls.
6. Loadngappfietl�o�hesM1ucWretluring�he pmcasso�wnsWc�ion shellno�aeceedlhewfalaaa
cerryingcapaGtyollheslmcWmlmembers. TheliveloetlingusedinihedeslgnotihlsstrucWreare
Indiaa�edlnNe'Dasign Cn�arie Na�es" �onolapplyanywnsWdionlaatlsunlils�mcWnlfiamingls
pmpeAyconnec�e4logeNerentl un�llell�emporerybrecingieinplaca.
]. AIIASTM end otherrekr¢nceGstandards end cotlesarelorNelatestedilionsotihese publlcelions.
unless aNerwise noled.
8. Shopd2wlqqsand olherilemsshellbe 5ubmiltedtoNe SlmcturolErglneero(Fecord(SEk�lor
review prior�o�ebnca�ion. AllShop Drzwlqqsshallbereviewetl by�heCon�actarbe�oresubmitlal.
ThaSER'ereviewls�obe�arewnfoimencawilhlhetleslgn cancap�entlgenerelcampllencawlNNe
r¢levanl Conimct �aumenLs. The SER's review tloes not relleve the ConimctorolNe sole
responsiblity to raview, check and cooNirrote Ihe Shop Dawiqqs pna to submuston- The Conl�ac�or
fBI11B1lIB BOIBIYl28POIISIbIB�OlBROl6 Blld 011116610116B68WIB�BQWI�M1IM1B pIBpBlB�1OfI0�SM1Op�lBWllllfb
esiheyperlelnto membersUes,tlaYdils,elmenslone,etc.
9. SubmilShop�rewingslnlhebrm MbluelinelblaclAlnepnnB(min.2setslmax_6sets�and one
repraducibla bleckfine or sepia wpy. In na case shell repmtludions o�Ne Canlrec� �ocumenh be
ueatl ee ehoptlrawings. As eminlmum,submillhalollowiqqi�emsforravlew.
0. ConcreleMlxDesign�s).
B. R¢intorcing Sleel Shop �2wing5.
C. SWcturalSteelSMpDrawings.
D. S�eelDeckShopDawiqqz
E SpecialtyFounda�ionSys�ems.
10_ Resubmltled Shap �rewinge_ ResubmlVetl eMparewingsererevieweDonlylorresponsesto
wmmen�s madeinlhapre�ous subm�ltal.
11. When celculeYone arelndutletlin�hasubml�lelslorcomponan�s afworktleslgnetl enacerllfiatl bye
S ial� S�mdu2lEn ineer SSE.�hereviewb IheSVudualEn ineerofRemrd SER shallbefor
P� Y 9 ( 1. Y 9 ( 1
wnfaimance vnlh Ihe relevan� Conlrac� DocumenLs. ihe SER's review tloes no� relieve �he SSE hom
responelblllty for the tlee�qn o(Ne syslem�s) antl Ihe coortllnatlon wlih ihe elemenla atihe eVucWre
underlheceWicattonofiheSER,orother55E's. iheSER'sreviewdoesno�conslituleawartantyof
Iheaccuaayorcomple�enessa��heSSE'sdesign.
12 ConirodorsshellvlSiWesilepnorbbldNascerlelnconditlonSwhlchmayeGverselyeHecithework
orms�Nereof.
13 No simcWralmembermeybe cut nolched oroNerwlser¢ducedln sVengih withoutwnitendireclion
�mm Ihe S�mclural Engineer oi Rewrtl.
14. Whenmodi(cationsare ro sedloslmctumlelemenBunderihedesi nanticerlifaalionola
P Po 9
S ial� SWCNraIEn ineer SSE.wrAlen auNorizalian b �he SSE mustbeab�ained antlsubmitled
P� Y 9 I 1 Y
Io1heS�mcluralEn ineero�Recortlforreview. rior�o erfoimin �he m setlmatlAicaOon.
9 � P 9 � Po
EXISTING CONSTRUCTION
1. TheconheclorshellfieltiveiAyNedimenrons,alevalians,e�c necazsary(or�he pmperaonslmqion
ena al�qnmenl ol lhe new poNone aflhe waB �o �ha �lsling woM. Tha ConVectw ehall makeall
newssarymeasuremenisforfabncationanderectionofihesimqumlmembers. Myaiscrepancy
shallbelmmedialalybmugh��o�heatlen�ion oilhe SWclualEngineero�Rewrtl.
2. Be(ore mceetlin wiNan workwiNiniheexistin lacili IheCanVactorshalltamiliarvehimseltwith
P 9 Y 9 H.
existinA slmcturol and olherconditions. Any sAonng shown orroled on iha Plans is a pa�lial and
schematicre resenla�ionaf�hatre uiretl. ItshallbeNe Conlrac�ofsres ansibil lo mvieallnecessa
P 9 P M P ry
brecing,shonqq,antlothereelagueNelomelnteinellpetle ollhawaBine eeteconeitiontluringlhe
progress oldemolltlonandconslmction,andto pmlectlmm tlemagelhose portions otlheexistingwork
whlch are �a remein. Shoring shell remain in plece unfil �he sM1uaWrel wa�k is complale, has bean Inspeclatl
bY�M1BTBS�III(fAJB11CY�B11dI6C0lII�BQIObBIII60b6�I1�IBIC0111PIIBIICBWIN�M1B COfIVBC1�OWI11B11�8.
3. WMnrequir¢d by�M1e SpeGfwa11on5or�yPlan Nole,�heCon�2c1or5hellsu�ml�krlheSWdu2lEngineer
WReooN's review,e PmpasetlShonnA Plan,-Includn& bNno�lim�ledW'.plans,sedions,de�ai4s,no�es,
DescApllan ofpropasetl sequanceo(work,entl celaletlonsprepared by.oruntlerihesupervleionote
S ecialt S�mdu2lEn Ineer SSE. The SSE shallber i5leretlinNe SW�ewhere�he roeclislaaled.
P Y 9 ( 1 " P I
4. Weltlin �oantlwilhinanexislin �acili esenls �enlialhazaNsinclutlin:
9 9 N P Po 9
A. FireHazaN-0uelolheexi5lingconSWclionandbuildingcontenl5.
B- SWcturelLiqueladion-Due�oweldingacrossihefullsectionol0esimctumlmembers-
Rewmmenda�ions �o preven� �M1ese M1aurds indude:
0. FlreHezeN�Proteclewl5tingcombustlblespAorlowelGrtgKeepaseparatewelchmanantl
severel fire ex�inguishers an hend.
B- SWctu�elLiqualadion-weidlnsmallincremenis.Allowweldstohartlanbeforecominuingto0e
nedincremen�.
C. Donolleavelhesileunlilsalisfied�halnof�ehaza�dexis�s.
D. Prelerance shoultl be Aiventolhe um olbaam damps.mechanicalfasleners,orbolled
connecllansm fieuofweldingw�inexls�ingfecll�ies,wheneverposslble. �o no�fiel6Anllexieting
simcWralmemberswiUaullhewritten ermissiano�NeSWCWralEnineero(Recartl.
P 9
COORDINATION WITH OTHER TRADES
1. TheContrzetarehellcoortllneleantl checkalldlmenelonarelalingloArchilecWrelllnlehes mechanlcal
e ui men�and o enin s elevaWrshaflsana ovemtles.e�aand no�i �heArchilecVEn ineerofan
9P � 9 �Y 9 Y
dscrapencies before pmceedqq wi�h eny work ln me eree undar ques6on.
2. The5lmcWral�rawin sshallbeusedinconunclionwithihe�mwin solallolherdisci IinesandNe
9 1 9 P
Specfiw0ons. ThaContradorshallvenN�herequiremen�s ofothertretles es�a sleeves,chesea
heqqers,lnsetls,enchors,holes.antla�herl�emsto be plecetl orselln�heStrucWrelWork.
3. TheresM1allbenoverllcelorhomm�lelsleevesseLorhole5wtordrille0lnanybeemoroolumnunless
�l is shawn on Ne SOucWrel Drewings or approvetl in wri�ing byme SWGuaI Engtneerof Remrd.
4. MechenicelentleledriwlopeningsNmugh supparletl slebs entlwells,8"dlame�et orlargerna�shownon
IheSimcWral�2winsmusibea mvedbiheStrucWmlEnin¢¢roB¢cord5ER.0eninsl¢ss
9 PP Y 9 ( 1 P 9
IhanB"intliametershallhavea�leasll'-0"clearbelwcenoeninsunlessa rovetlinwri�inblheSER.
v e � PP e r
5. Verifylaca�lansana tlimenslonsofinechenicalentl eleclrlcalapeningelhroughcuppotled elabsentl
wa05 shown on �M1e Slrudurol �rawings wilh lh¢ MecM1anical and EI¢cUical Con�roctors.
6. Da no�inslallcontluAin supporletl slabs,slebs on gre4e,orconcraRwellsunlauexplicAlyshawn or
noletl on Ihe SlmcWml �mwings.
]. �a noleuepentlanyileme,such ae tluciwark.mechenicelorelecVicel�nWrae.ceilings,ela Bom etsel
mofdeck.
8. The MechenicalConimdorshallveritythelmechanicalunilssupporled bythesleellrzmingare
capable oispanning�hedis�anaebehveen�hesuppotling ncmbersindica�ed onNeS�mcWrel
�rewings. The MechanlcelContreclorshellsupplyetltli�ionelsupporlfremingesrequiretl.
e. Itdrewingsantl epeciflcstione ereln canfllcV,ihemoetsaingenireettletlonsantlrequirementvshellgovem.
DESIGN CRITERIA
1. �ESIGN STAN�AR�S: Theintentletldesign stantlardsandlorcnleria are as�ollows:
Genenl The20141ntliana BuiltlingCotle�20121n1ema�ional
Bultling Catle QBC)w�lhln6eneAmendmen�s)
Gonaele AC1318
Masonry AQ 570
S�eel AISC Menuel,Allaweble Stress �es�qn�AS��
Steel �eck Steel �eck InstiWle
Cold�FormedMelal AISLAS�
Nlreferencetl sbntlardsend cotles,ee wellesASTM numbers.erefor[he edtllons o�Nese Wbfica�ions
relerencedlnlheBUlldinqCotlellsledabove.unlass olheraise noled.
2 DEADLOADSGravityDeatlLoadsusatlin0edesignofiheslrucWraareascomputetlforine
me�enelso�canstrucllanlnco�pare�etlin�o�hebultling,lnduding bulnotllmdetl�awalls,�ao¢,calfings,
S�BIIWdySfiXNj pd(�i�i005,�0I5hE5,G18ddI0g 2fY� O�hEf5if0lldf2fGlI�EtWfdl3pd 51NGUf81I�ERi5,35 w211
as meoM1anicalelectrbaland plumbiqq equipmen�antlfix�ure;antlmalarialhantllingantl fiKetlservice
equlpmen�,lncludmglhawe�qhlolcrenes.
3 WE LOAW_ Grevllyliveloede ueetllnlhe dselgn olNe eWCWre meet,orexceetlihetollawingleble
(BC2012.1807.1J�.
OGGIIPANCVOROSE UNIFORM(PSF) GONCENTkATE�(lB)
�No�e#Q
A. Cortitlars 1�� --
No�e#1:UnlessoNerwisena�etl,Neindice�ed cancentra�etllaad hesbeenazsumetl�o beundormly
dislribWetl over an area af 30" x 30".
Nole "b"'. In etltlltlon to ihe vertical Ilve loatls, hoAznntal sweying (orces perellel aM namal b Ne
leng�h oFlhe seals shall alsa be consltleretl by Ne Specialty ShuaWral Engineer, where appmpne�e.
Deslgn In ewortlance wl�h ICC"SRntlertl on Bleechers, Foldqq end Telescopic5eefing entl
�IdOd6h046"
No�a'.a"O�M1eruniPormlaadsNaawrtlancewimanapprwed me�hotlwhiaM1aonlaiwprovisians(or
huck loedings have elso be cwsideretl where appmprie�e.
No1e "d"'. The conceniroletl wheel load hes been applletl on en area ol20 sq. in
4. LIVELOA�RE�UGTION:LIvaloaaretluc�ionslnewoNancawl�hIBG18�].9hevebeanuseawl�hNe
lollowirg ¢xceptions:
A. Heavyfiveloadslnexcessof100PSFhavenotbaenretlucedeKcapi(ormemberssuppodmA2or
mora�oors heve beanratlucea bye m�imum a120°/.
B. Weloedso(100PSFarleestorpubllcaesemblyaccupandes hsveriotbeenretlucee.
C. LiveloadskrroNmemberslmve nolbeenretlucetl.
�. LNeloetlsforNetlesignofonaweyslebehevena�bsenretlucetl.
5. COLLATERAL LOAp: Unless o�herwise nNed. a minimum uniform wllaleml loatl of 15 PSF M1as been
usetltaaccount�artluc�waB ceilin s s rinklers li hlin elc. ThecallateralloatlisinaaaiOonW�he
9 P 9 9.
welghLolmeahanioalunlis,leyerplping�grealerlhan4"tllemeter)entlsuspendedllxWresorequlpmanl
Iha�have been specifically acmuntediorin�M1etlesign-
6. CONCENTRATE�LOA�S:
Nlsingla penelpolnpaf�helowerchortlo�exposetl mo�lmsses oranypaln�slonA�hepnmerysWMal
members suppotlingraa�soveralla�heroccupeneies shellbe capableofcanying sefelye euspenaetl
mncenVatetlload o�notlesslhan 200 LBSin addilionlo tleatlload unlessnatetl.
1. HANDRAILSANDGOAR�S
A Han02ilAs5embliesandGuartls SOPLFappliedlnanVdi2ction2WLB
concentratetl load applied In any dlreaion
(nooconcurrentwAh 5� PLFloetlJ
B. ComponenB,lnlermediate Rails, 50 L85 hor¢onlally appli¢d normalloaG
Balusten.Fillars,E�c. onanareanottoaxcaedlsquarelootnot
611pBlIIIIpO8B4WIIM1IM1OSBOfM19114lBIIB660lIIbIIBB.
8- ROOFLNEISNOWLOADSGavityLivaLoadsusedtn�hedesiAnoi�hamofslmcluremeelorezceetl
Ne�allowing�able:
A. SnawLoae
Gmuntl Snow Loaq Pg 20 PSF
Fla�RaofSnowLoatl Pf 14 PSF
Low Slope Minimum Snow Loatl.Pm 20 PSF
Exposure Fac�ot Ce 1A
RiskGe�egory QBSTable18M.5) II
SnowlmpotlanceFaclor.ls 10
ihertnalFaolor,q 1A
B. Minimum RaafLiveLaatl 20 PSF
C. OverhangEavesBPmjeclions 28PSF
1. Slopetl moisnawloatls calala�etlinacwrtlancewAh Sectionl.4,ASCE ].
P. Unbalancetlroo�snowloatls calcula�etlin accortlancewilh Seclian ].fi ASCE 1. S ial�
� Y
SimcWralEnglneers musiconslderunbelancedsnowloetlslnlhe tlesjqno(pre�englneered
trusses�remes,skyligMs,cutlain walls,cold�armed me�alfnming,canoples,e�c.
3. DMIlaetlscalculete4inewortlancewl�hSec�lon]7,ASCEI.
A. Rools use0(orroolgard¢nsoressembly purppses �aveb¢¢n tlesigned(ora minimumlrveload
of100PSF
B- IATERALLOM5:lalerelloaGs were compuled usinglhefollowingcrileAa'.
Q, �NIOd �Odd
Ulfima�e DesignWintl Speeq Vul� 115 MPH
NominalDesi nWind 5 eed Vasd 09 MPH
9 P �
Wintl Ezppsure Ga�egory B
RiskGe�agoryQBCTable180A.5J II
InlernalPressure CoeR¢ient,GCpi N-0.18
B. SeismicLwtl
Sle Qessifiw�ion � (Aseumetl�
RlekGetegory QBCTeble18W.5) II
SeismiclmporMnoe Faclor,le 1-0
Meppetl SpeclrelFesponseAccelere�lon,5e 0]41g
Ma S IralRes onseAcceleretion 51 0082
PP� P� P 9
DesignSpeNalResponseAccelerolion,5tls Ot51g
Desi nS eNalRes nseAcceleralian Stl1 0.131
9 P W 9
Seismic�esign Category,S�C B
Response MadAiceM1on CoeHialent,R 3
SeismicResponse CoeKcienl.Cs 0052
Anal sis Pmcetlure E uivaleni Laleral Force
v a
BaseSeismic Pome�Resis�ing Sys�em SWCNralsleelsys�emsna�
(ASCEI-0O,Tabla122-1) spedficallyde�eletl�orseismic
2515WOLP
1�. SAFETV FACTOFS: This s�mclure has been des netl wi�h'Sa�e Fac�ors' in accoNance wi�h acce led
9 N o
principles olsVudu2lenglneeriry. ThelundamentelnaWreo(ihe'Sately Fector'isNcompensete(or
uncetlainlieslnihedesi afabncation andereclion oisWQu2lbuildin com nenis. pisin@ndedlhaP
9 9 Po
Safety Fac�ors' be usetl such Nal lhe babcarrying capaci�y of �he slmcWre tices no� hll below Ne
d¢Si OIOdd 9�d�h9L�1B bIIIIdiO WIII 110IIIIU�dPfd¢5 �IOddWI1h0UIdi6�265. Whil¢�h¢U6¢OI�$3I¢1
9 9 Pe 5 Y
Fac�ors'impliessome excesscapacity beyontl desiAnioad suchexcess capadty cannotbeatlequa�aly
pretlic�etl antl SHALL NOT BE RELIE� UPON.
FOUNDATIONS
1. Pmalmllslabon rade areaswilha metlium eiei h�mlleroraNersuAable e ui menl�ocheck�or
9 9 9P
packele o(saltmetenelMetlen beneathelhln ems:o'beltersall. Any unsultable malarlelsihus
exposed should beremovetlandreplaced w'h compatled,er�qineeredfillasoNfinedinlhe
speci�iaefions. PmoM1olfingopea0onsshallbe moni�ore0 by�heGeo�echnicalTes�ingAgenay.
I n' I I n v M1�I m n' °/
2. Alegmeeretlfilbenea�hsabsatloe�oo�ingsso�tlbeco pacRtl�oatlrytlestlyofa�leas�95.00f
�hBS�BIIdBId Pl�L��lI11B%IIIIOIIIQfydB116Sy�A$TN �{)BB�. NI�IIIWM1ICh6hBIIbBSVB65B� by�01111dB�1011
loa&Shallbeappmvedgranularma�eriel5compectetlloadrydenslyolalleast100°h�ASTM ��608).
Coortllna�e allfillandcompaclion ope21ion5wi�h�heSpecAicationsand�M1e Subsudacelnves��qalian.
3. Compaclionshallbeaccomplishadbyplacingflllinepproximale8"IlOsandmechanicallycompacting
eachlm�oa�leastlM1especifedminimumdrydeiuity. Fo�laryeareaso�fJliieltldensdy�es&shallbe
peRarmetlfareech 3.000 equerafea�ofbulltlingeraeforaechlifles neceeseryloinsureetlequela
compectlanls being achleved
4. Columnioo�ings�o bearonfirtn naWalsoilsarwelLcompaqed enAinaeretlfillwi�M1 allowable bearpg
preseuree o�3,000 PSFeeaulllnetlln�he Subsudecelnvasllge�ion.
Ills¢s6mt1911halihe(ounhallons belnspectedtoin6urelhalalll0p5e,solt orolhervuiseundeslreble
malerial(suchasorgenics,edslingwcon�mlletlfll,a�a)isremavetlantl�ha��hePountlalianswillbear
OIIBB�16I3C�OfYI11B�BlIBI. ThBGBO�BCM1IIIWITB6IIII1fA(fBIICY6MdIIIfI8PBCI�M1B 811�lBQB311tl pBlIOlIIIBIIY
necessaryiesBtoinsuretha�Ne actualbeannA capadties meetorexceed0edesigncapacitlez The
Geo�echniwlTes�ing Agenay shallve�ylhebearing capaci�ya�eech spreatl columnfoofingand evary
10 �ee� on cen�erfor s�np foo0ngs prior lo placemen� o� concre�e.
5. PlecePoa�ings�hesemetlay�he excavefionisperformed if�hisis no�possible,lhe�oofingsshallbe
etlequetely pmteGetlagelnslenytleVlmenlelchangeln contllllw,such eslrom �ISWrbence,raln,or
lreeSr�q
B. I�Is�heresponslbiiM1yo��he Contrec�orend each SubGontrec�orNverlfytl�elwe�lonofelluYll�ies entl
seMces showrt or not shown', and establlsh selewaMing condl�lms be(ore cammencing work.
1. ihe Contrec�orshellleyom�he emire building end (ieltiverifyelldimensians prior�oexcave�ian.
B. ForinPoima�ion regaNing subsudececondfions,re�er�oNe 6eo�echnicalEngineeringlnvesi�qe�ian
RepoMprepared by PaVlotEqqineering,Inc,Pro�eclNa.1-iG0681datetlJune P,2015.
CONCRETE REINFORCING
1. Rainfo¢emenl Nher�han wltl tlrzwnwlrePorspials andweldetlwirefabna shallhavedaPoimetl
surlxesinaccar4ancewMA5TMA305.
2. Relnforcing s�eelehellconform�oASTM A815,Gretle80,unlses no�etl.
3. WeldetlwirelabticshallwnfoimtoASTMAID6a,unlessnoletl-
4. Where hooksareindcated pmvitles�zndartlnooksperACland CRSliorallbarsunlazsomernook
dI111Bl18101163fB BM1OWfI011�IIBj1I21150lDB�9II8.
5. Rainforcemen�inPoo�ings,wallsend beams shellbe cmtinuous. Lepbarse minimum o�40 diemelers,
I101B65�0�Bd O�hBfWISC
8. Rainforcemen�shellbeeuppotletl ana securetlegeinsidisplecememin awaraencawiNNeCRSI
'Manualol5tantlaN Practice'.
1. �ehlsofreinPomtrg s�eel(abnca�ion and placemantsnallconPo�mNACl315'Dehilsand De�aifingof
Concre�e Relnforcamenf entl ACI 315F'Menuel of Englneering entl Placlr�g �rewings �or Reinforcetl
Concrete StrucWres', unless atherwise iMicaletl.
e. Spreadrelnbrcing steelaround smallopeniqqs and sleevesln slabsandwalls,where possible,and
where bar spacNq will no� exceed 1 S limes tl�e nommi spacNg. piswn6nue bars a� all large openlnAs
where necessery,end pmv�tlean eraeofrainforeamen�,equel�o�heln�ermpled reln�orcemen�,infull
Ieqqlhbars,0lsVibuungonehal(eachsitleollheopening. WhereshrinkageenGtempereNre
rain�o¢emen�isln�ermpleQadtl�2�k5xopeningdimension•4'-0"oneachsitleo�lheopaning. Pmvitle
k5 x 4'-0" Img tliegonel bers in bo�h feces, el eech canar ofopanings lerger�hen 12" inany tlirec�ion.
9. Pmndesbntlaes�or�hesuppotlNloprein�orcemenl�orkolingsantl ma�s.
10. PmvidaNdvitlualhigM1 cM1atrs wi�h supporlbars,as requtretl(or0e suppotloRop rein(o¢emen�kr
suppotletl elabs. Oo NOT pmvlae s�entlees.
fl. Pmvltlesrsponplasticspacewheelstomalnlalnrequlreticoncretecover(orvetllcelwallrelnlorcemenL
12 Field bending o! reintorcing steel is prohibAed, unless notetl on tlrawings.
13. Mnimum conae�ecaverovarralnfordng e�eelehallbaae�ollows.unlassno�ed alharwlee onplan,
sectlon or no�e
CAST IN PLACE CONCRETE
1. �etailso((a�rice�onotrelntorcement,hentlling an0 plaGng Mlheconaete,consVuclion o((oims and
placamen�o�rainfo¢amen�no�aNerwisacweretl byme Plansantl Spacifcallms,shallcomplyvnN
�h2AQ COdBlBQ01lBIIIBI1�60IIM1BIBIBSIIBN6Bd49�B.
2 OOIdwEdlhElW�LICY�BSh811bPi08LC0lGBOL2wilhAOl'JQ6.00IGWCBNEfISGBfOPtl858pPIi0tl
whan �or more �han 3 successrve tleys Iha aveage tlaily eir �empereWre tlmps belowdOF antl s�ays
belaw5DF TheContreclwehellmainlelnecopyofNlspubllcetiononel�e.
9. Ho�weeNerconcre�in shallbelnaccardencewi�hAC1305. Ho�wealheristle(inetlasen
9 Y
combination ollhelollowing conditionslhattenastoimpairlhequality olNetreshly mixvvlorhaNenea
concre�e'. high ambien� �emperaNre, high concre�a IempeaNre, low rela6ve humidity, wind speed, or
soler adia�ion The Con�adar shall main�ein e copY o�mis publicefion on si�e.
Q. i10ElII�BQ TB6�IIIJ/�IJBfICy6hBIIbBlB�9IIIBdNpEl�OlRIIfIdO6�fy6�9fldBl�lBB�1fILfI11LI0ljlllg
meazuremen�o(slump.9lrtempera�ure,Poncrel4GyfintlertE560g.e1410 ensurewn(ormancewilhlhe
ContraclDoamen�s. Subm�lrepotls�oAmh�leqlEngineer.
5. Finls�ingolSlebs AAerscreetling bullAoa�ing end�oafingoperetionsheve�eencompleted apply
fnelfinlsh esindicatetl below,antlaztleccnbetlinlhe �Ivision3 Wrtln Plece Concre�a Specifce�ian
af Na Pmjac� Menuel.
A Floor5labs TrowelFinish
B. Ramps,Stairs,&Sidewalks Bman Fntsh
Semple Fnlehes: SeaSpecifice0onsfareempleen4 mwkupreqwremenls,Aeny.
FloprToleronces'. Seethe SpeGfmatlonsforspecl0etl Flantl Fltolemnce€ Ffand FltesGngshallbe
perfoimetl by�heTes�ingAgencyln awordencewiNAS1M E1155. Resulls,tncludqqeccap�ence or
reectionotiheworkwillbe mviDetlNNe ConVaclorana NelvchitecVEn ineerwilhin48hours afler
I P 9
da�a colleqion. Ramedies(orou4o41ole�ancewo�k shallbein accordancewi�h�heSpaclica0ons.
Whena rovetlbNeSWCWnIEnineera�Recortlmeasuremen�ofNeasbeneaNalO�oo�
�P Y 9 9 P
eVelghletlge meybe usetllnlleu afFlend Fl�as�ing. Approvalmuslbaob�elnetllnwriung prlor�o�he
beginnin g a! concrele operetions.
B. F�NISh1�00(FOIrtiPtl $Ud8LB5- F�NISh(OIrtiPQSUdBLB535i0tlILd�N' DBIOw,d�d BS GESLIib¢GiO�hP
�ivision 3 Wstln Place Concre�e Specificafion o� Ihe Pml�� Manuel.
A. Sl4esofFaa�ings d Pile Gaps Rough Form Flnlsh
B. Si4esofGratleBeams Rough Fo�m Flnish
C. SudecesnNexposetl�o pubficview Rough Form Flnlsh
D. Sudaces exposetl�o public view Smao�h FamiFinish
]. TheConVaclarehellcaneultwlNihe SlmcWrelEnglnearalRecord befareeterting concreleworkto
B518bII5I1358�i5(2dOP/p18Lip0 SG1BdIIIB 2fY��OdB�BfRiIOBIhBIOLd�l00 OILOOSIfW�1001010�5 50 d510
minim¢emeaHec�sofshnnkageln�he(laorsys�em-
B. llnlesssecif¢all note4onlhePlans.comositeandnoo-comasitesu orletlslabsonmetaltleck
P Y P P PP
andsu otleacas4irvlaceconcreleslabsdonolreviresawnconimloinls.
PP P 9 1
9. Join�sinslabs�oreceiveafinishetlfloormaremainunftlletlunlessreuiretlb�hefinish0aarin
Y 9 V 9
wnUaclor_ All exposetl slals shall be 011ed wilh sealanl spec �ed m �Ivlslon ]. �eter fJling o(joinls as
Iongaspossble,pre�erabtyaminimumoi4N6weeksaHer�M1eslabhasbeenwred. Prior�ofilling
remavealldebrisbam�heslabloinR,mefillinaccartlancewi�h�he manNacWrefs recommentlalians.
10. ReferkmeArchAeduralDawins�orlocafionsantlde�ailsofrevealst'maximumdeNinexasetlwalls.
9 ( P ) P
11. ReferlaNe/vchiledurel�rewingsforchemlerrequiremenlsforcamers ofcanrsele. Wherana�
iOtlSd�PG fONEE a�A"ChdRA2R0� 2% OSEtlt0102�50(COOCRI2 E%t2 ��IID52 dGOtl10 rtid500 .
P P P 9 ry
12. ReferbNeArch�ecWralDrowinsforexacibcauonsantldimensionsofrecessetlslabsramsstairs
9 P
�hickenetl slabs e�u Sla e slabslotlrains where shownanNeAmhPecluralantl Plumbin Dnwin s.
� 9 9
1 I - wll n Ini n I
9. &dewaks,tlnvesexlenorre�ainmg as,atlomersi�aconcre�eareno� doa�etlo meS�mcW2
�IfiWlll 6. RBIBl�O�M1B$I�BICIVIIBOdAlCM1IlBCIOlBI�fBWIO BIOIIOCfiL0118 4111101181008 BIBWd�10115
9 9
joinling, and finish tletails.
CONCRETE MIX CLASSES
CLASS A CONCRETE PoOTINGS PoUN�ATION WALLS, PIERS, 8 GRADE BEAMS
COMPRESSIVESiRENGTH AWOP51
MAXIMUMWATER/CEMENTRATIO Oa5
AIR CONTENi 0� 3 PERCENT
WATER-REDUCINGADMIXTURE REQUIRED
SLUMP 5"T06112"
CLASSBCONCRETE IMERIORCONCREfESLABS
COMPRESSNESiRENGTH AOOOPSI
MINIMUM CEMENTITIOUS MAiERIAL CONTENT 517LBICU YD
AIR CONTENi 0� 3 PERCENT
WATER-REDUCINGADMIXTURE RE�UIRED
SLUMP 5"T06112"
CLASSE CONCRETE: EXTERIOR CONCRETE SUBJECTTO FREEZE-7HAW
COMPRESSIVESiRENGTH AWOP51
MINIMUM CEMENTITIOUS MAiERIAL CONTENT 56aL81CU YD
AIR CONTENi 6 x 1 PERCENi
WATER-REDUCINGADMIXTURE REQUIRED
SLUMP 5"T06112"
COARSEAGGREGATE CRUSHEDSTONE
WCREASE COMPRESSIVE STRENGTH TO a5�� PSI FOR E%TERIOR
REINFORCE� CONCREIE SIIBJECT TO THE USE OF �E-ICERS.
CLASSLC CONCRETE LFAN CONCRETE FlLL
COMPRESSIVESTRENGTH 2O00P51
MAXIMl1M WATEWCEMENT RATIO O65
AIR CONTENT OPTIONAL
WATER�RE�UCINGA�MIXTIIRE NOTREQUIRE�
SWMP 4"TO]"
1. SWNP.
MIXESCONTAIAINGTYPEAWROA 5"MA%IMUM
MIXES CONTAINING NI�-4ANGE'uJR�A 5-6112"
MIXESCONTAININGHIGH-RANGEWR�A 5-8"
2. SPECIFlEDMINIM1IUMCEMENTITIOUSMATERIALCONTENTSAREBASE�ONTHEUSEOF
WATER RE�UCING A�MI%iURES.
3. WCLU�EANAIRENTRAININGA�MIXNREPoRALLCONCRETEEXPOSEDTOFREEZING
AN� iHAWMG M SERNCE AN� FOR ALL CONCREiE EXPOSE� TO COL� WEATHER �URING
CONSTRUCTION, BEPoRE ATfAINING ITS SPECIFlED �ESIGN COMPRESSNE STRENGTH.
REF. ACI30fi FOR �EFINITION OF COLD WEATHER.
4. CLASSCFLVASHMAVBEUSE�ASACEMENTSlIBSTINTE'NITHAMAXIMUM2�%
SUBSTITl1TI0N RATE ON A POUN�-PER�POUN� BA515.
B. PRO'ORTIONCONCRETEMIXESTOPROVI�EWORKABILITYAN�CONSISTENCVTOPERMIT
CONCRETE TO BE WORKE� REA�ILY INTO THE CORNERS AN� ANGLES OF THE FORMS
AND AROUN� 4EWPoRCEMENT BV THE METHODS OF PLACE�ISNT AND CONSOLIDATION
TO 9E EMPLOVE�, WITHOUT SEGREGATION AND EXCESSNE 9LEE�ING.
9. ADJUSTMENTSTOTHEAPPROVEDMIXDESIGNSMAVBERE�VESTEDBYTHE
CONTRACTOR WHEN JOB CON�ITIONS, WEATHER. TEST RESULTS, OR OTHER
CIRCUMSiANCES WARRANT. THESE REVISED MI%DESIGNS SHALL BE SUBMITfED TO iHE
ARCHRECTIENGWEER PoR APPROVAL PRIOR TO USE.
MINIMUM COVER FOR REINFORCEMENT
MINIMUM COVER
SUSPENDEDSLABS
TOP 8 BOTfOM BARS PoR DRV CONDITIONS�.
#11 BARS85MALLER 314"
#14 8 #18 BARS 1 1/2'
FORME� CONCRETESURFACESE%POSE�TO EARTH,WATER,ORWFATHER,
AN� OVER OR M CONTACT WITH SEWAGE AND PoR BOTfOMS BEARWG ON
WORK MAT.OR SLABS SUPPoRTING EARTH COVER:
#58AR585MALLER 1112"
#6THROUGHk188ARS 2"
WALLS
FOR DRV CONDITIONS�.
#11 BAR585MALLER 5'd"
#1A  BARS 1112"
FORME� CONCRETESORFACESEXPOSE�TOFARTH. Z„
WAiER,SEWAGE,WEATHER,ORIN CONTACiWIiH GROUND
FOOiINGS & BASE SLABS
ATFORMEDSURFACE5890TfOM5BEARINGON Z„
CONCRETEWORK MAT
ATl1NFORME�SORFACE58BOTTOM5IN CONTACT 3„
WITH EARTH
i0P OF FOOTINGS SAME AS SLHBS
OVER TOP OF PILES 2"
STRUCTURALSTEELNOTES
L SimcWralsleelconsWclion shallconlormlo NeAmeriranlnsliWleolSleelConsWclion"Specifiratlon
for SWclural S�eel Builtlirgs'.
2 AIlSUIIGWl8lwidP�B�B¢IfiPllib¢16 6h811bPA$TM A$9$ F}r5� k5L
3. Allplales,channels.bars.angles,antlratlsshallbeA51M A36,unless notvvl.
4. AIlSUucWrallub¢ members shallASTM ASpp.Grotle 8,unlessnotetl.
5. AllsUucWralpipemembers shallbeA5TMA53Grade B,Fy=35ksiunless notee.
6- DP18i1610ldB5194(BbOEB��q� dOd ¢IPE(i0� 0(dIISVIIGWl916�EEISh911b¢i08GLIXa9�LBWiIh�hB18�P6�
AISC S�entlartls, unlazs omeiwise na�etl or specAietl.
]. Provitletempomryerectionguyingandbracingasrequiretl.
8. Steelcolumnsbelowgradeshallbeencasedinaminimumof4"conaeleorpaintetlwith2coalsol
esphallum painl unless a�herwise shown.
9_ F8blICL12 SirtiplE5p80 bEdrtiS OOISp2Gift811ypD14d�OfEt2iVECLRibPf50�h21dflEfEfEG(iDR80y10I00f
cambartlua lo mlfing arshop assembty be upweN.
ip_ Rel¢rtolhe�ivision6SWCWralSteelSpeciTicatlonollheProleciManuallorslmcturalsteelsudxe
prapera�ians entl pnme pain�ing requiremen�s.
it ihe Ereclorshallshlm be�veen parollelroolbeamswit� tllHerenGalmlllandNtluced camberslorlevel
deckbaenng.
12 ProvidecapplaleslandplalestodoseoHenpDsed,openaMsofalllubularmembe4unlassnotetl.
Seal wela wilh parlial peneha�ion square groove weltls �ar wa�erligM contlifion.
STEEL CONNECTION NOTES
1_ iypioalbeamio-beam and bsam-toaolumn conneolions shallbebearingtype usingA925 bol�s,unless
notetlotherwise.
2. Shapconnecfionsunlassolherwlseshawn,maybeaiNerbol�etlorweltletl.All�ielticannedionsshall
be balletl unlese alherxiea ehown an Ne SlmcWrel �rewinge.
3. Connedrons shallbedesignetl bylheSteelFabrimtorlosuppoRme readions shown on�hefnming
plan�s�. Slmplespen connec�lonswlNoulreactlonellsled onihe SVucWrel�rewinge ehallbe tleeignetl by
�11E$IE¢IFBbIiLibliO BLLDItld�EBwlh T8b123�f)O��hEAI$�"Md0UB10($IEEI�0�5�NL�i0R161h
Edilian'l Porwmpas�la beamswherereeclionsarenaltndca�ed,designaonnec�ions�or]5% ofine
MeAmum Total Unitorm Laad A3� value (orNe eppllceble beem slze and span glven In Tebla 36. For
n roc m i e m e i n nne I n br °/ ! I� p I 1 A � v I .
0 0 O5� C2d S.GS CO d05 $O.oO 2WUd2E $ dUE
P 9
4. Submitcalcula�ionsforcannedions noltle�ailetlon�he SWduralDrawin s antl notcaveretl b Ne
9 Y
AISC Tables, inclutling bul nol limiletl lo'.
A) Momen�Connecuans.
B Skewetl ShsarCannec�ianz
1
$. /illbEdrt✓�O�bEdIO COOOPCIIO�SShdIIbEd0�bl2 d I2 �OIESSShOWO OfpO�Ed D�IEIWISE.
�9
6- Allbeamio�columnconnecfions sM1allbe al�he column canledine,unlassno�ed olharvfise. Shear�eb
connecfionsla Wbesare ermmetl unless o�hervuise no�etlartlelailetl.
�
]. i ic I� m�t -0eam n �e m�t �c I mnfield- Ite c nnecti n m �eL AI n dl Ih nu �
a ea o .a d a o ou bo d o o s a e e o es
VP Y 9 9
fi h�mndi�ion unlessomeiwiseshownarno�etl.
9
8_ Ballad wnnecllonsin momenllrames,bmGng conneclions,hengers andslub columns,andlhase
designaled PT(pre�ensionetl)on�heDrewlnAs shallbe pre�enspnatl)olnhWifiztng�enronaontrol
(TC� bol�e ordlrec� �ansion intlice�ors. Holse for PT balls shall be 1115' laryer�han Ne bol� tliemeler.
Allpretensionedjoin6 muslbeinspectetl bylheTestingAgency.
9. Conned brxtqq membersfor�wocamponen�safsVessunlesso�herwlseepprmetl byNeStrucWrel
Eqqineer of Recard- Provld¢ a minimum 2bolt or weld¢d field connectlon_
10- LocatecenleAines olallvetlirelb2Gng memberson column centerllnesin verticelplaneendon
column antl baam cen�eNnesin honzon�alplane unlessolherwise sM1own on0e StmcWralDrawtngs.
�t AIIweldngshellbeincaMormancew�lhAWSD1.1,usingA�XXaleclmtles,unleushownorno�etl
O�IBfWl96 WEldlll(f�l]O�h9hOp811d�IB�d BhBI�bB p21{OIIOd'�byWB�dBRCB11I�Bd�IX�hBWBI4LypB98�d
posAonsNwlvetlacwrdnA�olhearren�edAionofAWS D1 1. PerfoimallAESS weltls wi�hqre�o
pmvide aclean,uniPoimappearance.
11. Backup barsrequiretlPorweldetl conriec�ionsshallbecon�inuaus.
�3. HOIB6III6�BBI6h6IIbEdlIII94 0lpppChBd. AlISIOhBd1101B6 6h2IIbB plON� W1�h 611100�hBd(fBS. BIIlIIIpLf
ofMl¢sin siNcturolsleels�allnot�e allow¢dwilhoutapprovalo(Ne SlructurolEngineero(Record.
16. ihe minimumlhicknessofallconneclon materialshallbe5l16'unless noted.
15. Confinuausben�pls�eantlangla closuras,mafetlgea diaphreAm chortls,e�c.amuntl penmetara��ha
floorantl rao( es well as amund openings shall be weltletl with a minlmum 114" flllel weld x 3" lang al
12'bt-,�op&bollort�unlessnoletlo�herwtse. ButlweltlloN6inconllnuou5diapM1rkqmchordfor
con�inuity. Confinuous engleana ben�pla�eclosures maybeshopappfietl�olhesupporling slmcWrel
membenonlywhenreques�atlentl eppmvatlbyS�mcNrelEnglnesrolRecortl.
16_ AQp81I�IBdipdB,DB�dB�ITBSIipgILOpOGyShdllbpfB�di0ptl�0 .�H(O�IOIOSp2L�q� d�dlE5�i000(51lpLWfdl
sleel fieltl waldamen�s as fallows'.
WELD INSPECTION SCHEDULE
WELO TVPE VT MT UT PT CRT COMMENTS
FlLLET�SINGLE 26� ROOTPASSAN�
PASS) FINISHE� WEL�
RLLET 50% 25% - - -
MOLTIPLE PA55
I I
FLARE BEVELI Z5�
FLARE V
GROOVE�PARTIAL ��� ��� REFERENCE
PENETRATION� NOTE'E'BELOW
GROOVE FULL ALLFULLPENE
(
PENETRATIOM ��/ ��� TRATIONWEL�S
A) Tesipmcedures
V�=VisualTesl ins lian
( W� �
MT=MeBnettcPatlicleiesl'. ASTME109,cracksorinwmpletefusionorpenetrotlonno�acceplabla.
UT=UIt2sonlcTesl'. ASiM E16G.
PT = PenelraM TesC ASTM E165.
RT= Radi ra hicTes[ ASTM E94and ASTM E1JP min. uali levelP-21.
«J v 9 �Y
B) Accep�ancasMntlardsinAWS D1 1 snallbePollowetlforeachtes�procedure
C� Tas�prwetluresmeybeeubs�IWled�a mee�feaelbillryreqwrememsof�as�besetl upon weltlgeomelry
oromeriallors wim me appmvel oi�he SWCNaI Englneerof Rewrd.
�� Semples shellwcurelrentlomlwellane:etldltionellesls maybarequlretl atlocetions notetlonlha
Drawin s.
9
E) Gmavewelaslndutleequera.baval,V,U.entlJgroovesinclutlingsinglaentldoublepeaz�ypes.
F) PaNelpenelreliansquaregmovaweltlsa�entlsaalpla�esoilubularmemberstlonotreqwreinspecfion.
GJ WeltlPrwetlureSpedfica�lons�WPS�shellbepmtlucatlantlmein�alnatllnacmr4encewl�hAW5�1.1.
The intlepentlenlTesting Agency shall have access lo all WPS's tlunng Ne course attesting antl
Inspedlo2
H� FOfI1i0111ylB512ipBfIWBIdBd�01015,B5,DBLI211yip�hlLk p18�B5dOdlOfhB8Vy5�NdU�815M1dpB5.lIB�d�5�I1B
weltlssolha�shnnkageocarsas much es possibleinlhadiredpnlhes�eelnasmlled. Re�er�ome
AISC Manuel�orprefenetl weltled)olntarrzngemanlsNelretluce�hepwsTli�yPorlameller�aanng
Membersschetluladlorecelve hlghly-restrzlneeconnectlonsshallbelested byNelndependent
Tas�ing Agencyby UltrasonicTesfing prior�ocommenang weldrg.
I� Ine441�ionlolnspeclionrequiremenkforfille�weltlslnTableebove,100°ho�0eltlweltliqqo�dlegmel
bredng membereta gussetpletse ehallbe vlsuellyinepecletl�Vr�_
STEEL DECK NOTES
1_ Allsteeldeckmatenel(abAretionandlnstallatlonshallconlormlolhe5teel�ecklnsittute'S�I
SPEQFICATIONSAN� COMMENiARPand"CODE OFRECOMMEN�EDSTANDARD
PRACTICE,"cunen�etlilion,unless m�etl.
2. Pmvitle membersfortlecksuppade�elltleckspen changse. Provltle L3z3XJ/18 tlackeuppotlelell
columnswhererequiretl.
3. /�IdBCkShBIIbB plONdBdIIIB1110111101110f�8pBIIIBfI�I6WhBlBpO861b10.
4_ Allweldingo(sleeltleckshallbeln conlormancewlih AWSSpeciOretion �13. Pmvltleweldlry
washersPoralllloortleckslesslhan 22gaugeln�hicknazs.
6_ Mechanlcal(estenersmaybeusetlinlieuo(weldlr�q,pmvieingtes�erarsmcet,oremeeetheslrangih
oispecified weltls. Submi�(as�enerdesyn tlaW�olhe5trucluralEngineerWRecoNPorreview.
6. SubsOWtionatfibersecondaryreintorcemenitorweltletl wire�abrican suppo�tetlslabsis pmhibitetl.
]. �o natsuepvvltl anyltems,such estluclWork,mechanlceland eleclticel�hWres,callinge,etc.tmm
sleeltleck.
8. RooleeckeltlelapsehallbeaVachetl etenaeotcentilevers entlata medmum spaGngl2"oc.lrom
can�ilevered rooi tleck ends- The roof tleck mus� be compleRly fas�aned b �he suppotls antl a� �he
sltleleps bePore eny loatl is epplietl �a Ne can�ilever
B_ Submltehaptlrewingelareview o(generelconlormancetodeslgn concepllnaccardancewlN
Specifica�ionsinme PmjectManual. EreNion tlrawNgs sAallsM1owtype oitleck,shopfinisq accazsories,
meNotlofetlechment,etlgede2ls,tleckapeningsantlrelnPorcement,antl sequencea�Ins�slla�ion
��_ NB�BIIB�IOIIM1OIBB BM1BIIbBBBBIBdWhM1 B GQ901B pIB�BEgB0g281M1IG(B1�MdOdBCMB�dI11BGIBIIICBIIy
faslenedlodeck. Steeldeckholesvisbleirombelowwillberejeded. Deckunilsihalarebent
we�peQ ortlemegetllneiryweywhlch waltllmpalr�he slrenglh entleppeerenceofNe tleckshellbe
removetllromlhesile.
it Where geuge metelpourstapsarelndlceleQ supply pouretopedeeignetlto meet orexcaetllhe
geuqaslistedln�he S�IPourstop SeieGdn Table�min.i8ga)asrequiredforslabdepih concrele
weight,and can�ilevertlis�anae,unlessno�etl alherwise.
12 TheErec�orshallshlmbeWeenperellelroolbeemseMjolskwlihtllflerentielmlllantlintluced
cambersiorleveldeck beanng.
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL (AESS) - KEY
CATEGORY AE554 AE553 AE552 AE551
AISC CO�E OF STANDAR� PRACTICE
I� CHARACTERISTICS SECilON10FORAESS
1] SURFACEPREPARATIONTOSSPCSP6 % X % X
12 SHARPE�GES GROl1N�5M00TH % X % X
1.3 CONTINUOUS WELDAPPEARANCE % X % X
14 STAN�AR�STRUCTIIRALBOLTS % X % X
1.5 WELDSPATfERSREMWED % X % X
21 VISUALSAMPLES % X
22 ONE-HALFSTANDAR�FABRICATIONTOLERANCES % X %
23 FABRICATIONMARKSNOTAPPARENT % X %
24 WELDS UMFORM ANDSMOOTH % X %
3] MILLMARKSREMOVED % X
32 BUTTANOPL06WEL�SGROUN�SMOOTHAN�FlLLED % X
33 HSSWEL�SEAMORIENTE�FORRE�l10E�VI5IBILIiV % X
34 CROSSSECTIONALABUTfINGSORFACEALIGNE� % X
3.5 JOINTGAPTOLERANCES MINIMIZE� % X
36 ALLWELDE�CONNECTIONS OPTIONAL OPTIONAL
4] HSSSEAM NOTAPPARENT %
42 WELDS CONTOURE� ANDBLEN�E� %
4.3 SURFACESFILE�AN�SAN�E� %
44 WELDSHOWTHROUGHMINIMIZE� %
NOTES:
1] PRIOR TO BLAST CLEANING, GREASE AN� OIL ARE REMOVE� BY SOLVENT QEANING TO MEET SSPGSPi.
12 ROUGH SURFACES ARE DEBURRED AND GROUND SMOOTH. SHARP EDGES RESULiING FROM FIHME CUTTING, GRINDING AND
ESPECIALLV SHEARMG ARE SOFiENED.
1.31N1ERMITfENT WEL�S ARE MA�E WNTINl10U5, EITHER WITH A��ITIONAL WEL�ING, CAULKING OR BO�V FILLER. FOR CORROSNE
ENVIROMENTS.ALLJOINTSARESEALWELDED.SEAMSOFHOLLOW STRUCiURALSECTI0N5AREACCEPTABLE ASPRO�UCED.
14 ALL BOLT HEADS IN CONNECiIONS ARE ON iHE SAME SIDE. AS SPECIFlED, AND CONSISTEM FROM ONE CONNECTION i0 ANOiHER.
1 S WEL� SPATTER. SLIVERS, Sl1RFACE �ISCONTINIIITIES ARE REMOVE�. WEL� PROJECTION I1P TO Vifi IN. (1 MMI IS ACCEPTABLE FOR
BUTTAND PW G WEL�E� JOINTS.
21 VISUAL SAMPLES ARE BTHER A 3 D RENDERING. A PHYSICAL SAMPLE, A FlRST OFF INSPECTION. A SCALED MOCK-UP OR A FULL SCALE
MOCK-UP. AS SPECIFE� IN THE WNTRACT �OCUMENTS.
22 THESE TOLERANCES ARE ONE-HALF OF THOSE FOR STAN�AR� STRIICTORAL STEEL AS SPECIFIE� IN THIS CO�E.
2.3 MEMBERS MARKINGS DURING THE FABRICATION AND ERECTION PROCESSES ARE NOT VISIBLE.
3] ALL MILL MARKS ARE NOTVISIBLE IN THE FINISHE� PRO�IICT.
32 CAVIXING OR BO�V FlLLER IS ACCEPTABLE.
33 SEAMS ARE ORIEMED AWAV FROM VIEW OR AS INDICATED IN THE CONTRACT DOCUMENTS.
34 THE MATCHING OFABUTfING CROSS SECTIONS IS RE�UIRE�.
35THISCHARACTERISTICISSIMIURT022ABOVE.AGLEAftDISiANCEBEPNEENABUTiINGMEMBERSOFV8M.3MM ISREQUIRED.
( �
3 fi HI�DEN BOLTS MAV BE W NSI�ERED.
4] H55 SEAMS ARE TREATE� 50 THEY ARE NOT APPARENT.
d 21N A��I�TION TO A CONTOURE� AN� BLEN�E� APPEARANCE, WEL�E� TRANSITIONS BETWEEN MEMBERS ALSO ARE CONTOURE�
AND BLENDED.
4.3 THE STEEL SURFACE IMPERFECTIONS ARE FILLED AN� SAN�E�.
d 4 WELD SHOW�THROUGH ON THE BACK SI�E OF A WELDED ELEMENi CAN BE MINIMIZED BV HAND GRINDING THE BACK SIDE SUR�FACE.
THE DEGREE OF WELD�THROUGH IS A FUNCTION OF WELD SIZE AND MATERIAL.
DEFINITIONS:
I. �FABRIWTIONTOLERANCP:FBbfICB�B6IBBII00fICI1BI�NBf10lIIIBIIOIBfBfICB8B88�CITIBdI11IM1BAISC"CODEOfSTAN�AR�PRACTICE".
s�uo� io_
2. WELDS GROUNDSMOOTHS Fabricalor orErectorforfield welds snall nndweldsolAESS smooth. For roovewelds.lhe weids shallbe made
( ) 9 9
�ush �o Ne eudeces eech sltle eritl be w�lhln �11�8",-0' af plele Ihidmaes.
3. 'CONTOURING&BLENDMGOFWEL�51 Wherelllletweldsarelndicated�obeAmundconlouretlor�lendedoversizeweldsesrequiredandArintl
lo mvitlea smoolhlransilion and�o malch mfileona mvetlmocku -
P P PP P
4. 'CONTINUOUSWEL�S1 Whereweltlingisno�etlon�he�rewings,provitleconllnuausweltleafeunlPormseaendpm�le.
5. 'MINIMRE WEL� SHOWTHROl1GH': AtlacaGons wherewelaingon Ne�arsitle olanexposetl connec0onoccurs,grintl tlislorlionand markingolihe
s�eel �o a smoolh pmfJe wBh atllacenl malenal.
6. 'COPINGAN�BLOCHINGTOLERANCE". Main�ainaunifomi a o1118"H-1132"atallco santlblaks.
9 � Pe
]. 'JOINTGAPIDLERANCE': Mainlainaunibrm a ol118"N�1i3P'alall oint a s.
9P I 9�
8. 'PIECEMARKS HI�DEN1 Fabricale such0al iece marks arelull hiddenhom viewinihefinalsimdure ormadewiln such mediato ermillull
P Y P
remavalaAererec�bn.
9. 'MILLMARKREMOVAC'. FabricatorshalldeliversteelwithnomillmaMs�stencileqstamped,raised,elc.�inex0osedlocations. Millmarksshallbe
omi�ledb cu�tin ofmillmaterial�oa m na�elen 0swhere ossible. Whereno� assibleNeFabricalorcanftllandlor nntl�oasurfaufinish
Y 9 PP P 9 � P . 9
consis�en�wM[hea rovetlmocku.
PP P
10. 'GRIN�INGOF SHEARE� E�GES". Fabricalorshall rintlalled esatsheared wchetl.orflame-culsteeltomatchNea rovetl mocku .
9 9 P PP P
11.'ROLLE�MEMBERSI Memberss ecified:obemlledtaa0nalcurvedsha eshallPlull sna etlinthesno antl�iedtlunn sni In lo revenl
v v Y � � 9 PP 9 �
s�ressrelievin.�isloNonoflhewebars�en.anCafNeaWs�aritlin�lanesarl sofa Iesshallbevisiblacce�able�omeArchi�edhoma
9 9 9 e9 �9 9 P
dlgenceol2pteetuntlerenylightingconalio� tlelerrt netl bylheAahitecL Tolerencestorlheverlicalend homm�telwallsolreclangulerH55
membarsaHermlfing sM1allbe�M1e specifietl dmensionoi+l-11T'.
12. 'SEALWEL� TO CLOSEOPEN GAPS` Sealweltl o en entlsa�mund antlrec�an ularhallow slmcWrelsec�ionswiN 318"clasure la�es. Provitle
P 9 �
conlinuous sealedweldsalan le-lo� usset lalewnneclionsand similarlocationswhereAESSIs ex osetltowealher.
9 9 P P
13. 'BOLT HEADORIENTATION': Allbol�heatlsshellbearien�etlaslndca�etlanme Dawings. Where bol�heatl elignmenlisspecifiedNe onen�a�ion
ehellbanNed�oreachconnec�lon onNe Fabtice�ofe Erac�lon �rewings. Where no�no�etl,�haballhaetlelna glven cannecfion shellbeorlen�eato
one sitle.
14.REMOVALOFFlELD-WELDINGAIDS':Rurvoullabs,erectionbol�s�em ra sea�santloNers�eelmembersatltletl�oconnedionstoallaw�or
� ry
ellgnmen�,fiWp,entlweldnglnNefieltlshellberemavetlhom�he slmcWre. Feltl graoveweltls shellbe selec�etltoafiminete�he need�orbeckup
�anorlo e�millh¢irremovalaflerweldin. WeltlSatNhoW�a�sshallb¢removedtomalcM1adacenlsurfdcesantl randsmooth. Holestor
P 9 I 9
erecfion bpl�s shall be plug-weldetl and Arountl smooM.
�5. �FI��IN�i QF WE�� /1i�i�iESs H��E$�I WhBlB 11�IE611105� bB C0� Ifl �hB WBb B� �hB If1�Bl6BC�1OfI Vll�h �911JB60fl W�hBPB630d 6�NC�0l21 �BB810 pB4l
fi¢ICweldin Mthe flan es.�M1e shallbelillM. Fillln shallbe¢xecutetl with oro er mced�res m minimizeresVai�izrC atltlressiher^�alsVessesin
9 A Y 9 P P
Gmup a and 5 Shapes.
LOCATIONS:
A EXPOSEDEMERIORWLUMNSTOBEAESSCATEGORY3.
B. FXPOSE�INTERIORBE%TERIORHSSFRAMINGMEMBER58CONNECTIONSTOBEAESSCATEGORV3.
C. E%POSE�E%iERIORWI�EFLANGEBEAMFRAMINGiOBEAESSCAiEGORY2.
< <��;r ,<<�,,,
�c r si, �j? t�:
��`,
PEDCOR DESIGN GROUP LLC
ArchitecWre / Projec[ Management
355 City Center Drive
Wrmel, Indiana 46032
317705.7979 (phone)
31Z7057880 (fax)
Architect:
- P. �.,u,y��.,,,
�t:i , LF.';
? PE608902/1 �:
; p':, s.are or .+ V
%�f,�.,'moi.H.;:�� :
J�i S
I �0.. �ONASE�A��`�i
�
�
�
� � �
�
Developer:
P E D C O R
�� �P/IGW�N
�
DEVELOPMENT CO.
r/w, Project:
V I
�
�
�
� �
W
•�
L�\
W
�
� N
� '^ M
� V Q
/� �
l , ' �
\ V
� �
O �
�
� -
�
� �
� �
�
L
� �
��
� U
\ ^,
W
�
�
�
O
� �/�/'�
W
O
covrwcHra ow�ueaetiivoroocoMen.a
CONSTRUCTION
DOCUMENTS
Se�lssue Date Sheetlssue Date
� 1 /051i9 11I05I1 B
Drawn By Checked By
JO JO
Last Revision Date:
Prqect Number:
SheetTitle:
GENERAL
NOTES
Shee� Number:
����� �