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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 `�sv���\o,�r�nlfl 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� $2fnpIB55M18110CCU�812f�OfnbL21q0;8dQi6M811B515fli8ybB�2QUIRO811pL81qO5fqIQd001FR �2WIIXfS. E� Grooveweltlsircludesqwre,bevel,V,UandJgmaesnclWngsingleanddoubkpassiypes. F� PartialperzUalronsquaregrooveweltlsateMualplatesolWbularmemberstlonotrequieinspectim. G� WeltlPmcetlure5pecificalrons�WPS�shalbeprMucetlantlmaintairztlinaccartlazewilhAW5�11. The ntlepentlentTesting Agency shell heve eccess N ell WP3's dunng Ihecarre ol lesing entl inspeclpn. H� Inaddilim�onspeclunrequiremm�siwfille�weNsnTableabove,100°,'adiieldweltlngoidiagonal bracing members N gusset plates shall be visually uspecletl (14�. �4 30 a^ T ex wzixsa N - �i 3 _ ex.wiaxaa I �5 1 I - 3'-111i21• 5" � sf / „\ [ ] �� � �xx � 3 "\ [ -- ] 3 3 Z 5101 W � 3a a° ex wzixsa � sim 3 ex wiaxaa �,,� SECOND FLOOR FRAMING PLAN � 1/8,� - �,-0,� I � 6�i T --f'i _ %� 3 � --��-���.K.. �'. T�EkSLABEL+15'4" � � EHW16x31FL00R : E%ISTMG511a^SLABON (FlEL�VFV� � BEAMBEVON� � �ECK�FlEL�V'FV� � � � p 5• 3 d• �3� Lbxbx3i8 �ANNMG BEiWEEN AND FlEL� WEL�E� ID EkI511NG BEAM BOTTOM FUWGES LPxPx 114 HANGERS 8 BRACMG ALL CONNECTqNS SHALL BE 3i16"x2" MINIMUM FlLLEi WELDS EIiHER SHOP OR FIELD WELDS ATCONIRACTOR'SOPlION � � >\ � 318"x18"x18"BOOMMOUIQMGPLATE �� COOR� BOLT HOLE 5ZE58 LAVOVT wi EQUIPMENi SUPPLIER Z FRAMING SECTION 3/4 - 1 -0" 15 � TiE%�ABEU15'-0" �� : E%ISTIN651i4"SLABON �FlELDVFV� � DECK�FlELDVFV� � �' 3'-111iP" 1• 5" .� / / �3� L6x6x3i8 SPANNING BETWEEN AND FlELD WELDED TO EkI511NG BEAM BOTfOM FLANGES CEILMGEL+9'-0" (COOR� wl AftCHL� E%Wi6x31 FLOOR BEAM ---� L2ltz114HANGERS&BRACING ALL CONNECTqNS SHALL BE 3116"xP" MINIMUM ..��F���� FlLLETWEL�$EIIHERSHOPORFlEL�WEL�S AT CONTRACTOR'S OPTION 3�w LLpj >\w � 3i8"xi8"xi8" BOOM MOUNiING PLAiE COOR� BOLT HOLE SIZE58 LAVOUT wIEQUIPMENTSUPPLIER — CEILINGEU9'-0" (COORD w' ARCH'L� �,� FRAMING SECTION e 3/4,� _ �,_0,� m a p � K m . � 9 a a� � � .� o GJ � U N � _ � N f6 U � �y UJ ���d� < x � 03� '� ` - �P�o`e` 3� � ` - o�i m36ua<i Se ���o�a.,��_�� Oa ��,o. �«,,,,, i-��.FP--. PE1910PtN ; '- siarz u ' W � s"u��`"�N°``c`�` n �! qN� qi ; ev�� � Z WC C W J d w�/ 1. f� � Z �C.�..� C d ��y V w co ca m m � J _ � � d y N U = � Z � Q ? � Z F J Q J z � =wr'�d = O � � � � Z 0 _ =e p ^_ �� �; .= m ma �� � a_ � Q _ q e d s � 2 `N � a � U = _ L _ � : � c o W � a ., ii Q FRAMWG PLAN DETAILS & NOTES S101 a � onrE: 11 /22/19