HomeMy WebLinkAboutS101 - FRAMING PLAN DETAILS & NOTESRELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
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EXISTING CONSTRUCTION
1. ThecmVaclorshallfieldverily�hedimensms,ekva�bns,e�c.�cessaryfa�hepmpercm9mclim
aM algnmmtd Ihe nry pnlwns ol Ihe work to Ihe exising wak. TheConUactn shal make all
necassary maasuremenls la labncalion aM erecilon oI1M1a shucWral mamtlers- My dscrepancy
shall be immedia@ly bmugMtoNe atteiAdn o�Uz SVucWral Engueer d Record.
2 B9laapr�riqwilnenywpkwlnnlnaanslinghpTtly,IheConlreclasnelllemSe�anmseliwln
exisVig sWCWraI aM o�hercoMAions. My slanig slawn a no�ed m Ne Plans is a paNal aM
s+l�emetic represenletim oMetrequiretl_ It shel be b�e CmVectrc's rxponsibiity N pmvitle ell rzcxsery
badnq sM1orng, and o�M1er safegwrds �o maiMain all patls oi�M1e wak n a safe condilim dunig �M1e
pmgress oidemdAim a�d can9mc�ion, and �o pm�ec�imm damage Oase po�ims oi�he exisiing waA
which ere N remeirt Shaing shell remein in plece unGl lhe sWCWreI wrckiscomplele, hes been inspectetl
by Ihe TesLrg Agercy, entl is caLfivd N be n subslenLel canplience wM Ihe CmUectDauments
3. WeltliigtoantlwMinanexisVig�acilitypresenLspotentialhazartlsintluding'.
A FireHazard-Due�o�M1eeeis�ngconsirm�unaMbuildiigroMmis.
B_ $bUG1Uf81hGUEVBGIKKi-0UEIOwEVdrt�8GfO551hBIU1152dKKi011hB51NdUf81fliM1llCfi
RecanmeMa�ims �o prevml �M1ese M1azaNs i�lude:
A FireHazard-Pm�ecleeis�ngcwnbuslibkspm�owNding.Keepasepara�ewalcM1manand
uveral fie e�.1inguishvrs m haM.
B. SPuduralLiqueladpn-weNinsmallincremenls.AlowweldsloM1ardmbelaecmliminglolM1e
nen inaemm�.
C. �onolleavelhesAemldsalisf�.dlhalnofirehazardexisls.
D. PrekrencesM1atlbegivenlolFzuSedbeamclamps,mecM1anicallaslmers,orbplletl
conneclions n lieu d weltliig w Nn existiig �xilNes, whefzvvr possibk. �o ndfieltl-dnll existiig
sUucWral members wilhmt Ihe wntlen pmnissron d Ihe SWCWraI Engineerol Recartl.
GENERAL NOTES
1. TheCmVxNrshallberespmsble�acomplyingwMalsaletyprecautionsaMregulatims4unngNewak.
The SWCWraI Engmzerol Recntl will not atlnsem, m issue tlrtecLm as to salety precaulwns aM programs.
2 TheSWCWral�rawingshereinaprxentNefinishe4sVucWa.TheCoMacNrshalpraitleall@mpaary
guyrtig end beang requretl W erect end hdd Ihe sWcture n praper elgnmmt untl el5tructurel WOM eM
cmnecluns M1ave been canpk�ed. iM1e nvesiigatim, desgn, safe�y, adequacy and inspeclun oiereclim
bratlng slanig, temporary wppwts, etc. is �he sde respwsibility o�Ne CoMactor.
3. iM1eSWduralEngineeroiRecord�SER�sM1aliw�berespmsbkia�M1eme�M1atls,�ediniquesandsequmces
arenot spe6lically slawn, simiar 4eLils d canstruction shall be usvN, subject N approval o�Uz SER.
a. DrawingsiMCdlegmeralaMtypCalde�aisoicpnsWdpn. wM1erecoMtlqnsarerrotspecificallyslwwn,
simiar details o� cansWction shall be usvN, subjectto appraal o�Uz SWCWraI Enginmo� Recard.
5- NISWCWrelsyst¢mswhwheretobecanpDsedolcpnppnentsWbeM1elderecied�elbewpervised
by�he Supplier dunng manuhcWniy, defvery, handliiy, s�aage, and ereclpn in accarda�e wAM1 �M1e
Suppliers insWctims and rvpuiemmis.
6- LoednAeppfedlolM1asWcluradunr�qlheprocessolronsWClpnsM1ellndaxceedlheselabed-
cartyugcapacitydNesWCWralmembers. �omtapplyanycansVuctionba4swAilsWCWraI
hamiig is prapMy conrzcletl togelhx aM unli al temprcary braciig is in place.
7. NIASiMando�M1errAereroeds�aMardsaMcotlesarefa�M1ela�esledtlunsoi�M1esepubliatims,
unless Mvrwise mtvN.
B. SM1apdrawiigsaMo�M1ertlemssM1allbesubmtl�ed�o�M1eSWduralEngineeroiRecord�SER�for
mviewpnato�abricatim. NlShop�rawiigsshallbereviewvNbyNeCOMacNrbebresubmNal.
The SEF's revew is to be breconlrcmence wilh Ihetlesgn cormept entl gerzrel complierme wilh Ihe
relevan� Cmtrad Daumm�s. ine SER's review dces notrNieve Ne Cmtradaoi�ne sde
respmsibiAy�o review, dieck and coordina�e �he Slap Drawi�gs pror�o submissim. The CaArac�or
remans wkVy responsible brertrcs antl omissims assooaletl wilh Ihe preparation oISMp �rawirigs
BS IhBy pPf18� t001B01b4Y 42BA dCt8d5, di01M5iMA Bt4
9. Resubmit@451ap�awiigs'.Resudnitledshapdrawiigsamreviewedonlybrrespwsesto
cnnments made in Ihepremas submittal.
10. CumraclorsshallvisA�hes�epna�obitl�oauerlainco�dApnswhichmayaMerselyallecl�hewoA
ofcaStlhefaM_
11. NosVucWalmembermaybecN,no�chvd,aMvrwisere4uce4insVmgN�i�hoNwnttmdirection
IranlheStrucWralErgmzxdRecntl.
12. WM1mmotlAia�imsarepraposed�osWcluralelemm�suMer�M1edesgnandcMifica�ionda
Specielty SUwvrel Eigineer (5��, wntten eulhaizelron by Ihe SSE mustbeabteirztl entl submitletl
to Ihe StrucWral ErgmzerolRecntl In revew, pnrc to pe�nming Ihe pmposM motlAeatm.
STRUCTURAL STEEL NOTES
1. SWcluralsleelcrosWclionsM1allcpMoim�o�M1eAmencanlns�tlu�edS�eelConstruclion^Specifica�ion
Irc SWCWraI5leel BuiNiigs".
2 Nlplates,tliannels,bars,angles,antlrwlssha16eA51MA36,unlessm¢vl.
3 DBIalslada4A^��buLalqnaM6r¢GlqndallsWGluralsl¢BISM1aIIbalnatCvdanCBw11M1IFRl91as1
NSC S�a�daNs, unless o�herniu no�ed a specifie].
J_ Prov�tlalampparyareclpnAuN^AeMbrecrigesreqwred-
i Fabrica�esimple�anbeamsm�specificallyno�ed�orecevecamberw�ha�atlerereclim,anymua
camberdue lo rding n shap asumbly be ipwaN.
6. Pmvidehbnw�orss�andaNgrayprmer.
STEEL CONNECTION NOTES
1. NI�cekLngshallbemcanbimar¢ewMAW5D11,usrtgE]0%%elecUotles,unlesssMwnomoletl
o�M1erwise Weltlng,bo�M1SM1apandfiNdsM1allbece�oimedbyweltlerscMfiedia�M1ewNd�ypesand
posi�pns involved accordi�y �o �he anen� e4Aim o� AWS D1.1. Petlpm al AESSweldswAh care �o
pmvde a cleaq unilam appeararce.
2 HdesmsteelshalbetlnlletlnpuntliM.NlsbtlelhdesshallbepradMwMsmoolhMges.Bumrtg
of Iples n s�mclural9eel shall no� be alowed wAhoW approval of �he S�mclural Engi�erof Recad.
3. AquaffiediMece�deMTeslingAgmcysM1allbere�ained�opMaminsce��and�es�iigoisiNCWraI
s@el�ield weltlamenLs as �dbws'.
WELD INSPECTION SCHEDULE
WEL�NPE Vr M11T UT COM1IMENTS
FlLLET�SMGLE 25a� ROOTPASSAND
PA55� FINISHE� WEL�
FlLLET r�a� 25°b -
(MULTIPLE PA55�
RAItEBEVELI 25°� - -
RARE V
caoovE�cnariu iaa°u - iaa°u aEFEaENCE
PENEIRATION� NOTPPBELOW
GROOVE�F0.L 100b - 100b ��FULLPENE-
PENEIRATION� 1RAlI0NWEL�S
AI TeslProcedures
1/r = Y sua l Te st (inspeNw �
MT = MegrzticPeNtleTesL A9TM E10B, crecksor ncomplele lusim orpenelation wt ecceptebla
UT= UlVeronoTesL ASTM E164_
B� Aaeptance9antlartlsinAW5�l.ishalbe�dlor�etl�aeatli@9procetlure.
C� TestpmcetluresmeybesubsliWletlNmeetleesbAtyrequremenlsoltestbesMuponweltlgednelry
rc olher lactrcs witl� Ihe appmval ol lhe SUucWral Engineer d Recortl.
D� $2fnpIB55M18110CCU�812f�OfnbL21q0;8dQi6M811B515fli8ybB�2QUIRO811pL81qO5fqIQd001FR
�2WIIXfS.
E� Grooveweltlsircludesqwre,bevel,V,UandJgmaesnclWngsingleanddoubkpassiypes.
F� PartialperzUalronsquaregrooveweltlsateMualplatesolWbularmemberstlonotrequieinspectim.
G� WeltlPmcetlure5pecificalrons�WPS�shalbeprMucetlantlmaintairztlinaccartlazewilhAW5�11.
The ntlepentlentTesting Agency shell heve eccess N ell WP3's dunng Ihecarre ol lesing entl
inspeclpn.
H� Inaddilim�onspeclunrequiremm�siwfille�weNsnTableabove,100°,'adiieldweltlngoidiagonal
bracing members N gusset plates shall be visually uspecletl (14�.
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�,,� SECOND FLOOR FRAMING PLAN
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T�EkSLABEL+15'4" � � EHW16x31FL00R : E%ISTMG511a^SLABON
(FlEL�VFV� � BEAMBEVON� � �ECK�FlEL�V'FV�
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�3� Lbxbx3i8 �ANNMG BEiWEEN AND
FlEL� WEL�E� ID EkI511NG BEAM
BOTTOM FUWGES
LPxPx 114 HANGERS 8 BRACMG
ALL CONNECTqNS SHALL BE 3i16"x2" MINIMUM
FlLLEi WELDS EIiHER SHOP OR FIELD WELDS
ATCONIRACTOR'SOPlION
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318"x18"x18"BOOMMOUIQMGPLATE ��
COOR� BOLT HOLE 5ZE58 LAVOVT
wi EQUIPMENi SUPPLIER
Z FRAMING SECTION
3/4 - 1 -0"
15
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�FlELDVFV� � DECK�FlELDVFV�
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FlELD WELDED TO EkI511NG BEAM
BOTfOM FLANGES
CEILMGEL+9'-0"
(COOR� wl AftCHL�
E%Wi6x31 FLOOR
BEAM
---� L2ltz114HANGERS&BRACING
ALL CONNECTqNS SHALL BE 3116"xP" MINIMUM
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AT CONTRACTOR'S OPTION
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3i8"xi8"xi8" BOOM MOUNiING PLAiE
COOR� BOLT HOLE SIZE58 LAVOUT
wIEQUIPMENTSUPPLIER
— CEILINGEU9'-0"
(COORD w' ARCH'L�
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FRAMWG PLAN
DETAILS &
NOTES
S101
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onrE: 11 /22/19